Appendix B—Geologic-Slip-Rate Data and Geologic Deformation Model
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Slip Rate of the Western Garlock Fault, at Clark Wash, Near Lone Tree Canyon, Mojave Desert, California
Slip rate of the western Garlock fault, at Clark Wash, near Lone Tree Canyon, Mojave Desert, California Sally F. McGill1†, Stephen G. Wells2, Sarah K. Fortner3*, Heidi Anderson Kuzma1**, John D. McGill4 1Department of Geological Sciences, California State University, San Bernardino, 5500 University Parkway, San Bernardino, California 92407-2397, USA 2Desert Research Institute, PO Box 60220, Reno, Nevada 89506-0220, USA 3Department of Geology and Geophysics, University of Wisconsin-Madison, 1215 W Dayton St., Madison, Wisconsin 53706, USA 4Department of Physics, California State University, San Bernardino, 5500 University Parkway, San Bernardino, California 92407-2397, USA *Now at School of Earth Sciences, The Ohio State University, 275 Mendenhall Laboratory, 125 S. Oval Mall, Columbus, Ohio 43210, USA **Now at Department of Civil and Environmental Engineering, 760 Davis Hall, University of California, Berkeley, California, 94720-1710, USA ABSTRACT than rates inferred from geodetic data. The ously published slip-rate estimates from a simi- high rate of motion on the western Garlock lar time period along the central section of the The precise tectonic role of the left-lateral fault is most consistent with a model in which fault (Clark and Lajoie, 1974; McGill and Sieh, Garlock fault in southern California has the western Garlock fault acts as a conju- 1993). This allows us to assess how the slip rate been controversial. Three proposed tectonic gate shear to the San Andreas fault. Other changes as a function of distance along strike. models yield signifi cantly different predic- mechanisms, involving extension north of the Our results also fi ll an important temporal niche tions for the slip rate, history, orientation, Garlock fault and block rotation at the east- between slip rates estimated at geodetic time and total bedrock offset as a function of dis- ern end of the fault may be relevant to the scales (past decade or two) and fault motions tance along strike. -
Section 3.3 Geology Jan 09 02 ER Rev4
3.3 Geology and Soils 3.3.1 Introduction and Summary Table 3.3-1 summarizes the geology and soils impacts for the Proposed Project and alternatives. TABLE 3.3-1 Summary of Geology and Soils Impacts1 Alternative 2: 130 KAFY Proposed Project: On-farm Irrigation Alternative 3: 300 KAFY System 230 KAFY Alternative 4: All Conservation Alternative 1: Improvements All Conservation 300 KAFY Measures No Project Only Measures Fallowing Only LOWER COLORADO RIVER No impacts. Continuation of No impacts. No impacts. No impacts. existing conditions. IID WATER SERVICE AREA AND AAC GS-1: Soil erosion Continuation of A2-GS-1: Soil A3-GS-1: Soil A4-GS-1: Soil from construction existing conditions. erosion from erosion from erosion from of conservation construction of construction of fallowing: Less measures: Less conservation conservation than significant than significant measures: Less measures: Less impact with impact. than significant than significant mitigation. impact. impact. GS-2: Soil erosion Continuation of No impact. A3-GS-2: Soil No impact. from operation of existing conditions. erosion from conservation operation of measures: Less conservation than significant measures: Less impact. than significant impact. GS-3: Reduction Continuation of A2-GS-2: A3-GS-3: No impact. of soil erosion existing conditions. Reduction of soil Reduction of soil from reduction in erosion from erosion from irrigation: reduction in reduction in Beneficial impact. irrigation: irrigation: Beneficial impact. Beneficial impact. GS-4: Ground Continuation of A2-GS-3: Ground A3-GS-4: Ground No impact. acceleration and existing conditions. acceleration and acceleration and shaking: Less than shaking: Less than shaking: Less than significant impact. -
Cambridge University Press 978-1-108-44568-9 — Active Faults of the World Robert Yeats Index More Information
Cambridge University Press 978-1-108-44568-9 — Active Faults of the World Robert Yeats Index More Information Index Abancay Deflection, 201, 204–206, 223 Allmendinger, R. W., 206 Abant, Turkey, earthquake of 1957 Ms 7.0, 286 allochthonous terranes, 26 Abdrakhmatov, K. Y., 381, 383 Alpine fault, New Zealand, 482, 486, 489–490, 493 Abercrombie, R. E., 461, 464 Alps, 245, 249 Abers, G. A., 475–477 Alquist-Priolo Act, California, 75 Abidin, H. Z., 464 Altay Range, 384–387 Abiz, Iran, fault, 318 Alteriis, G., 251 Acambay graben, Mexico, 182 Altiplano Plateau, 190, 191, 200, 204, 205, 222 Acambay, Mexico, earthquake of 1912 Ms 6.7, 181 Altunel, E., 305, 322 Accra, Ghana, earthquake of 1939 M 6.4, 235 Altyn Tagh fault, 336, 355, 358, 360, 362, 364–366, accreted terrane, 3 378 Acocella, V., 234 Alvarado, P., 210, 214 active fault front, 408 Álvarez-Marrón, J. M., 219 Adamek, S., 170 Amaziahu, Dead Sea, fault, 297 Adams, J., 52, 66, 71–73, 87, 494 Ambraseys, N. N., 226, 229–231, 234, 259, 264, 275, Adria, 249, 250 277, 286, 288–290, 292, 296, 300, 301, 311, 321, Afar Triangle and triple junction, 226, 227, 231–233, 328, 334, 339, 341, 352, 353 237 Ammon, C. J., 464 Afghan (Helmand) block, 318 Amuri, New Zealand, earthquake of 1888 Mw 7–7.3, 486 Agadir, Morocco, earthquake of 1960 Ms 5.9, 243 Amurian Plate, 389, 399 Age of Enlightenment, 239 Anatolia Plate, 263, 268, 292, 293 Agua Blanca fault, Baja California, 107 Ancash, Peru, earthquake of 1946 M 6.3 to 6.9, 201 Aguilera, J., vii, 79, 138, 189 Ancón fault, Venezuela, 166 Airy, G. -
Tectonic Influences on the Spatial and Temporal Evolution of the Walker Lane: an Incipient Transform Fault Along the Evolving Pacific – North American Plate Boundary
Arizona Geological Society Digest 22 2008 Tectonic influences on the spatial and temporal evolution of the Walker Lane: An incipient transform fault along the evolving Pacific – North American plate boundary James E. Faulds and Christopher D. Henry Nevada Bureau of Mines and Geology, University of Nevada, Reno, Nevada, 89557, USA ABSTRACT Since ~30 Ma, western North America has been evolving from an Andean type mar- gin to a dextral transform boundary. Transform growth has been marked by retreat of magmatic arcs, gravitational collapse of orogenic highlands, and periodic inland steps of the San Andreas fault system. In the western Great Basin, a system of dextral faults, known as the Walker Lane (WL) in the north and eastern California shear zone (ECSZ) in the south, currently accommodates ~20% of the Pacific – North America dextral motion. In contrast to the continuous 1100-km-long San Andreas system, discontinuous dextral faults with relatively short lengths (<10-250 km) characterize the WL-ECSZ. Cumulative dextral displacement across the WL-ECSZ generally decreases northward from ≥60 km in southern and east-central California, to ~25 km in northwest Nevada, to negligible in northeast California. GPS geodetic strain rates average ~10 mm/yr across the WL-ECSZ in the western Great Basin but are much less in the eastern WL near Las Vegas (<2 mm/ yr) and along the northwest terminus in northeast California (~2.5 mm/yr). The spatial and temporal evolution of the WL-ECSZ is closely linked to major plate boundary events along the San Andreas fault system. For example, the early Miocene elimination of microplates along the southern California coast, southward steps in the Rivera triple junction at 19-16 Ma and 13 Ma, and an increase in relative plate motions ~12 Ma collectively induced the first major episode of deformation in the WL-ECSZ, which began ~13 Ma along the N60°W-trending Las Vegas Valley shear zone. -
1 Final Technical Report Submitted to the U.S. GEOLOGICAL
1 Final Technical Report Submitted to the U.S. GEOLOGICAL SURVEY By the Seismological Laboratory CALIFORNIA INSTITUTE OF TECHNOLOGY Grant No.: Award No. G12AP20010 Name of Contractor: California Institute of Technology Principal Investigator: Dr. Egill Hauksson Caltech Seismological Laboratory, MC 252-21 Pasadena, CA 91125 [email protected] Government Technical Officer: Elizabeth Lemersal External Research Support Manager Earthquake Hazards Program, USGS Title of Work: Analysis of Earthquake Data From the Greater Los Angeles Basin and Adjacent Offshore Area, Southern California Program Objective: I & III Effective Date of Contract: January 1, 2012 Expiration Date: December 31, 2012 Period Covered by report: 1 January 2012 – 31 December 2012 Date: 29 March 2013 This work is sponsored by the U.S. Geological Survey under Contract Award No. G12AP20010. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessary representing the official policies, either expressed or implied of the U.S. Government. 2 Analysis of Earthquake Data from the Greater Los Angeles Basin and Adjacent Offshore Area, Southern California U.S. Geological Survey Award No. G12AP20010 Element I & III Key words: Geophysics, seismology, seismotectonics Egill Hauksson Seismological Laboratory, California Institute of Technology, Pasadena, CA 91125 Tel.: 626-395 6954 Email: [email protected] FAX: 626-564 0715 ABSTRACT We synthesize and interpret local earthquake data recorded by the Caltech/USGS Southern California Seismographic Network (SCSN/CISN) in southern California. The goal is to use the existing regional seismic network data to: (1) refine the regional tectonic framework; (2) investigate the nature and configuration of active surficial and concealed faults; (3) determine spatial and temporal characteristics of regional seismicity; (4) determine the 3D seismic properties of the crust; and (5) delineate potential seismic source zones. -
3.6 Geology, Soils, and Seismicity
3.6 Geology, Soils, and Seismicity ENVIRONMENTAL SETTING PHYSICAL SETTING Geology The city of Emeryville is situated within the Coast Ranges geomorphic province of California. The Coast Ranges is the largest of the state’s geomorphic provinces extending approximately 400 miles from the Klamath Mountains (near northern Humboldt County) to the Santa Ynez River in Santa Barbara County. The province lies between the Pacific Ocean and the Great Valley (Sacramento and San Joaquin valleys) provinces and is characterized by a series of northwest trending mountain ridges and valleys, running generally parallel to the San Andreas Fault zone. These mountain ridges and valleys have been formed by tectonic forces that compressed ancient sedimentary deposits over the course of millions of years. The San Francisco Bay is located in a broad depression in the Franciscan bedrock resulting from an east-west expansion between the San Andreas and the Hayward fault systems. The bedrock surface can be found at elevations of 200 to 2,000 feet below mean sea level across the Bay Area. Sedimentary deposits that overlie the Franciscan bedrock originated from millions of years of erosion, deposition, and changes in sea level. Geologists categorize these sedimentary deposits into geologic formations based on the period of deposition and material type, as described below for the San Francisco Bay region. • The Alameda Formation is the deepest and oldest of these sedimentary deposits and consists of a mixture of clay, silt, sand, gravel, and some shells with predominantly silt and clay sediments surrounding discontinuous layers of sand and gravel. Members of this formation include Yerba Buena Mud (also named Old Bay Mud), and the San Antonio/Merrit/Posey Member, and Young Bay Mud (RWQCB, 2008). -
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. -
NASA Study Connects Southern California, Mexico Faults 10 October 2018, by Esprit Smith
NASA study connects Southern California, Mexico faults 10 October 2018, by Esprit Smith fault zone that is still developing, where repeated earthquakes have not yet created a smoother, single fault instead of several strands. The Ocotillo section was the site of a magnitude 5.7 aftershock that ruptured on a 5-mile-long (8-kilometer-long) fault buried under the California desert two months after the 2010 El Mayor- Cucapah earthquake in Baja California, Mexico. The magnitude 7.2 earthquake caused severe damage in the Mexican city of Mexicali and was felt throughout Southern California. It and its aftershocks caused dozens of faults in the region—including many not previously identified—to move. The California desert near the connecting fault segment. Credit: Oleg/IMG_6747_8_9_tonemapped A multiyear study has uncovered evidence that a 21-mile-long (34-kilometer-long) section of a fault links known, longer faults in Southern California and northern Mexico into a much longer continuous system. The entire system is at least 217 miles (350 kilometers) long. Knowing how faults are connected helps scientists understand how stress transfers between faults. Ultimately, this helps researchers understand whether an earthquake on one section of a fault would rupture multiple fault sections, resulting in a much larger earthquake. A team led by scientist Andrea Donnellan of The approximate location of the newly mapped Ocotillo NASA's Jet Propulsion Laboratory in Pasadena, section, which ties together California's Elsinore fault and California, recognized that the south end of Mexico's Laguna Salada fault into one continuous fault system. Credit: NASA/JPL-Caltech California's Elsinore fault is linked to the north end of the Laguna Salada fault system, just north of the international border with Mexico. -
Geology and Soils
Environmental Checklist and Analysis – Geology and Soils 1 3.6 GEOLOGY AND SOILS Less Than Potentially Less Than Significant No GEOLOGY AND SOILS – Would the Project: Significant Significant with Impact Impact Impact Mitigation a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. ii) Strong seismic ground shaking? iii) Seismic-related ground failure, including liquefaction? iv) Landslides? b) Result in substantial soil erosion or the loss of topsoil? c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the Project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? 2 3.6.1 Environmental Setting 3 Regional Setting 4 The Project site lies within the Coast Range Geomorphic Province of California, a 5 region with independent and discontinuous northwest-trending mountain ranges, ridges, 6 and intervening valleys (California Geological Survey [CGS] 2002). -
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 -
Earthquake Swarms and Slow Slip on a Sliver Fault in the Mexican Subduction Zone
Earthquake swarms and slow slip on a sliver fault in the Mexican subduction zone Shannon L. Fasolaa,1, Michael R. Brudzinskia, Stephen G. Holtkampb, Shannon E. Grahamc, and Enrique Cabral-Canod aDepartment of Geology and Environmental Earth Science, Miami University, Oxford, OH 45056; bGeophysical Institute, University of Alaska Fairbanks, Fairbanks, AK 99775; cDepartment of Earth and Environmental Sciences, Boston College, Chestnut Hill, MA 02467; and dInstituto de Geofísica, Universidad Nacional Autónoma de México, 04510 Ciudad de México, México Edited by John Vidale, University of Southern California, and approved February 25, 2019 (received for review August 24, 2018) The Mexican subduction zone is an ideal location for studying a large amount of inland seismicity, including a band of intense subduction processes due to the short trench-to-coast distances seismicity occurring ∼50 km inland from the trench (Fig. 1A) that bring broad portions of the seismogenic and transition zones (19). SSEs and tectonic tremor have been well documented of the plate interface inland. Using a recently generated seismicity further inland from this seismicity band (Fig. 1A) (19, 24–28), catalog from a local network in Oaxaca, we identified 20 swarms suggesting this band marks the frictional transition on the plate of earthquakes (M < 5) from 2006 to 2012. Swarms outline what interface from velocity weakening to velocity strengthening (6). appears to be a steeply dipping structure in the overriding plate, Other studies have used shallow-thrust earthquakes to define the indicative of an origin other than the plate interface. This steeply downdip limit of the seismogenic zone in southern Mexico (29– dipping structure corresponds to the northern boundary of the 31), and this corresponds with where the seismicity band occurs Xolapa terrane. -
Signature of Author:
KINEMATICMODELS OF DEFORMATIONIN SOUTHERN CALIFORNIA CONSTRAINEDBY GEOLOGICAND GEODETICDATA Lori A. Eich S.B. Earth, Atmospheric, and Planetary Sciences Massachusetts Institute of Technology, 2003 SUBMITTEDTO THE DEPARTMENTOF EARTH, ATMOSPHERIC, AND PLANETARYSCIENCES IN PARTIALFULFILLMENT OF THE REQUIREMENTSFOR THE DEGREEOF AT THE MASSACHUSETTSINSTITUTE OF TECHNOLOGY I FEBRUARY2006 1 LIBRARIES O 2006 Massachusetts Institute of Technology. All rights reserved. Signature of Author: ....................................................................................:. ................................... Department of Earth, Atmospheric, and Planetary Sciences September 2 1,2005 Certified by: ...................................................%. .......... .%. .............. - ....- .. ......................................... Bradford H. Hager Cecil and Ida Green Professor of Earth Sciences Thesis Supervisor Accepted by: ................................................................................................................................. Maria T. Zuber E. A. Griswold Professor of Geophysics Head, Department of Earth, Atmospheric, and Planetary Sciences Kinematic Models of Deformation in Southern California Constrained by Geologic and Geodetic Data Lori A. Eich Submitted to the Department of Earth, Atmospheric, and Planetary Sciences on January 20,2006, in partial fulfillment of the requirements for the degree of Master of Science in Earth, Atmospheric, and Planetary Sciences Abstract Using a standardized fault geometry based on