QUATERNARY FAULT MAP of the RENO 1X2 QUADRANGLE John W
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Seismic Shift Diablo Canyon Literally and Figuratively on Shaky Ground
SEISMIC SHIFT DIABLO CANYON LITERALLY AND FIGURATIVELY ON SHAKY GROUND Five years ago, Pacific Gas and Electric (PG&E) informed the Nuclear Regulatory Commission (NRC) about a newly discovered fault offshore from its Diablo Canyon nuclear plant that could cause more ground motion during an earthquake than the plant was designed to withstand. In other words, there was a gap between seismic protection levels of the plant and the seismic threat levels it faced. When similar gaps were identified at other nuclear facilities in California, New York, Pennsylvania, Maine, and Virginia, the facilities were not permitted to generate electricity until the gaps were closed. The electricity generation gaps did not trump the seismic protection gaps: the need for safety was deemed more important than the need for electricity and its revenues. But the two reactors at Diablo Canyon continue operating despite the seismic protection gap. In the former cases the NRC would not allow nuclear facilities to operate until they demonstrated an adequate level of safety through compliance with federal regulations. It wasn’t that evidence showed disaster was looming on the horizon. Instead, it was that evidence failed to show that the risk of disaster was being properly managed. At Diablo Canyon the NRC has flipped the risk management construct. Despite solid evidence that Diablo Canyon does not conform to regulatory requirements, the nuclear version of the “no blood, no foul” rule is deemed close enough to let its reactors continue operating. This seismic shift places Diablo Canyon’s two aging reactors literally and figuratively on shaky ground. If an earthquake occurs, it may result in more damage than the nuclear plant can withstand, with dire consequences for tens of thousands of Californians. -
DCL-2011-600.Pdf
Central Coastal California Seismic Imaging Project Attachment 1 ATTACHMENT 1 PACIFIC GAS and ELECTRIC COMPANY APPLICATION FOR RESOURCE LEASE, PERMIT OR OTHER ENTITLEMENT FOR USE CENTRAL COASTAL CALIFORNIA SEISMIC IMAGING PROJECT Part 1, Section A, Item1. The following PG&E personnel are the project contacts throughout the environmental analysis and permitting processes for the Central Coastal California Seismic Imaging Project (CCCSIP): Mr. Mark Krause, Director, State Agency Relations 1415 L. Street, Suite 280 Sacramento, California 95814 Phone: 916-721-5709 Fax: 916-386-6720 e-mail: [email protected] Mr. Loren Sharp, Senior Director, Technical Services Diablo Canyon Power Plant Mail Code 104/6/603 PO Box 56 Avila Beach, California 93424 Phone: 805-781-9785 Fax: 805-545-4884 e-mail: [email protected] Dr. Stuart Nishenko, Senior Seismologist, Geosciences Mail Code N4C PO Box 770000 San Francisco, California 94177 Phone: 415-973-1213 Fax: 415-973-1409 e-mail: [email protected] Sarah Gassner, Supervisor, Land-Environmental Planning and Permitting 1455 E. Shaw Avenue Fresno, California 93710 Phone: 559-263-5073 Fax: 559-263-5262 e-mail: [email protected] Part 1, Section A, Item 2. PG&E has designated following company/personnel as agents for the Offshore Seismic Imaging Project: Mr. Ray de Wit, Senior Project Manager Padre Associates, Inc. 1485 Enea Court, Bldg. G, Suite 1480 Concord, California 94520 Phone: 925-685-9441 X 21 Fax: 925-685-8401 e-mail: [email protected] Page - 1 Central Coastal California Seismic Imaging Project Attachment 1 Mr. Simon Poulter, Partner Padre Associates, Inc. 5290 Overpass Road, Suite 217 Goleta, California 93111 Phone: 805-683-1233 X 4 Fax: 805-683-3944 e-mail: [email protected] Page - 2 Central Coastal California Seismic Imaging Project Attachment 2 ATTACHMENT 2 PACIFIC GAS and ELECTRIC COMPANY APPLICATION FOR RESOURCE LEASE, PERMIT OR OTHER ENTITLEMENT FOR USE CENTRAL COASTAL CALIFORNIA SEISMIC IMAGING PROJECT DESCRIPTION Part I, Section E, Item 1. -
Faults Near DCPP : Sources of Uncertainty
California Energy Commission DOCKETED 13-IEP-1J TN 71300 JUN 19 2013 Faults Near DCPP : Sources of Uncertainty Jeanne Hardebeck USGS, Menlo Park, CA Fault Information Needed for Probabilistic Seismic Hazard Assessment: (()1) Fault Geometry • Location • Strike, Dip, Rake • Length • Connection to other faults (2) Fault Slip Rate • Offset geological features • Past large earthquakes • Geodesy (GPS, InSAR) Known Faults Relevant to DCPP Seismic Hazard. Strike‐slip fault system: Hosgri Fault Shoreline Fault Geometry: ‐ Hosgri and Shoreline Faults both near‐vertical, strike‐slip motion. ‐ Hosgri and Shoreline Faults appear to join at earthquake depths, plausible they could rupture together. ‐ Southern end of Shoreline Fault unknown, connection to other faults to the south unknown. Slip Rate: ‐ Hosgri slip rate of 1‐3 mm/yr from geologic observations near San Simeon. ‐ Shlhoreline slip rate poorly constrained. Lithosphere, 2012 From J. Watt, SSHAC SSC Workshop 2 Southern End of Shoreline Fault? From J. Watt, USGS. Fault Geometry from Small Earthquakes From Hardebeck, BSSA, 2013. Multi-Fault Earthquakes. 2012 Sumatra 1999 California 1992 California 2002 Alaska From J. Hardebeck, SSHAC SSC Workshop 2 1999 Turkey EtiEstimat tded MiMaximum MitdMagnitude Earthquake: • Shoreline defined by seismicity: ‐ Mmax = 6.7. • Shoreline extended south to coast: ‐ Mmax = 6.8. • Hosgri, Lompoc to Big Sur: ‐ Mmax = 757.5. • Shoreline + Hosgri (pictured): ‐ Mmax = 7.2. From Hardebeck, BSSA, 2013. Weak bounds on Shoreline slip rate from small earthquakes. • Lower bound from extrapolation to Mmax=6.7. • Upper bound assuming slip rate less than Hosgri. • Slip rate: 0.04 mm/yr ‐ 3 mm/yr. • Recurrence time of M6.7 earthquakes: 1,000 yr ‐ 67,000 yr. -
Southward Continuation of the San Jacinto Fault Zone Through and Beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 5-2013 Southward Continuation of the San Jacinto Fault Zone through and beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California Steven Jesse Thornock Utah State University Follow this and additional works at: https://digitalcommons.usu.edu/etd Part of the Geology Commons Recommended Citation Thornock, Steven Jesse, "Southward Continuation of the San Jacinto Fault Zone through and beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California" (2013). All Graduate Theses and Dissertations. 1978. https://digitalcommons.usu.edu/etd/1978 This Thesis is brought to you for free and open access by the Graduate Studies at DigitalCommons@USU. It has been accepted for inclusion in All Graduate Theses and Dissertations by an authorized administrator of DigitalCommons@USU. For more information, please contact [email protected]. SOUTHWARD CONTINUATION OF THE SAN JACINTO FAULT ZONE THROUGH AND BENEATH THE EXTRA AND ELMORE RANCH LEFT- LATERAL FAULT ARRAYS, SOUTHERN CALIFORNIA by Steven J. Thornock A thesis submitted in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE in Geology Approved: ________________ ________________ Susanne U. Janecke James P. Evans Major Professor Committee Member ________________ ________________ Anthony Lowry Mark R. McLellan Committee Member Vice President of Research and Dean of the School of Graduate Studies UTAH STATE UNIVERSITY Logan, Utah 2013 ii ABSTRACT Southward Continuation of the San Jacinto Fault Zone through and beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California by Steven J. Thornock, Master of Science Utah State University, 2013 Major Professor: Dr. -
Winnemucca District Proposed Resource Management Plan and Final Environmental Impact Statement DOI-BLM-NV-W000-2010-0001-EIS
BLM Winnemucca District Proposed Resource Management Plan and Final Environmental Impact Statement DOI-BLM-NV-W000-2010-0001-EIS Volume 2: Chapters 3, 4 Winnemucca District, Nevada District, Winnemucca August 2013 Winnemucca MISSION STATEMENT To sustain the health, diversity, and productivity of the public lands for the use and enjoyment of present and future generations. BLM/NV/WN/ES/13-11+1793 Volume 2 of 4 TABLE OF CONTENTS Section Page 3. AFFECTED ENVIRONMENT ............................................................................................. 3-1 3.1 Introduction ...................................................................................................... 3-1 3.2 Resources ....................................................................................................... 3-1 3.2.1 Air Quality ............................................................................................ 3-2 3.2.2 Geology ............................................................................................. 3-14 3.2.3 Soil Resources .................................................................................. 3-18 3.2.4 Water Resources ............................................................................... 3-22 3.2.5 Vegetation – General ......................................................................... 3-36 3.2.6 Vegetation – Forest/Woodland Products ........................................... 3-41 3.2.7 Vegetation – Invasive and Noxious Species ...................................... 3-42 3.2.8 Vegetation -
Field Trip No.2 Road-Log Brady's Hot Springs, Desert
FIELD TRIP NO.2 ROAD-LOG BRADY'S HOT SPRINGS, DESERT PEAK and RYE PATCH (Humboldt House) September 26, 2002 Geothermal Resources Council 2002 Annual Meeting September 22 - 25, 2002 Reno Hilton Hotel & Casino Reno, Nevada 2002 GRC Field Trip No.2 Reno - Brady's - Desert Peak - Rye Patch (Humboldt House) MILE DESCRIPTION o Leave Hilton Hotel proceed to 395 north to 1-80 East 6.5 Vista Exit. This is the eastern-most part of the Truckee Meadows. The U. S. Corps of Engineers deepened the river channel in this area to lessen flood damage and to lower the watertable. It apparently didn't work as planned as evidenced by the flood of January 1997. Ahead is the canyon that the Truckee River has cut through the Virginia and the Pah Rah Ranges. The Pah Rah Range is north of the river and the Virginia Range is to the south. In a very general way, this range is a large syncline. At both ends of the canyon , metamorphosed volcanic and sed imentary rocks of the Triassic and/or Jurassic Peavine Sequence are exposed. Progressively younger volcanic rocks are found towards the central portions of the Virginia Range near the freeway. The volcanic rocks range in composition from basalt to rhyolite and their origin varies from intrusive plugs to ash-flow tuffs and extensive lava flows. The age of the volcanic rocks ranges from Oligocene (27 m.y., million years) to Pleistocene (3 m.y.). The Truckee River existed before warping and faulting uplifted the Virginia Range. As uplifting took place, the river apparently down cut at the same rate , and no deep lake was formed in the Truckee Meadows area where Reno and Sparks are located. -
AGU Poster Session
Dual-System Tectonics of the San Luis Range and Vicinity, Coastal Central California Douglas H. Hamilton, Consulting Geologist 2 Bassett Lane, Atherton, California 94027 Text and illustrations from poster displayed at the Wednesday, December 15 Session of the 2010 American Geophysical Union Fall Meeting San Francisco, California Dual – System Tectonics of the San Luis Range and Vicinity, Coastal Central California Douglas H Hamilton Consulting Geologist, Atherton, CA, United States ABSTRACT The M 6.5 "San Simeon" earthquake of December 22, 2003, occurred beneath the San Lucia Range in coastal central California, and resulted in around $250,000,000 property damage and two deaths from collapse of an historic building in the town of Paso Robles, located 40 km from the epicenter. The earthquake and more than 10,000 aftershocks were well recorded by nearby seismographs, which permitted detailed analysis of the event (eg: McLaren et al., 2008). This analysis facilitated evaluation of the hazard of the occurrence of a similar event in the nearby San Luis Range, located along the coast west of the City of San Luis Obispo some 55 km south of the San Simeon epicenter. The future occurrence of earthquakes analogous to the 2003 event in this area had been proposed in the late 1960's (eg: Benioff and Smith, 1967; Richter, 1969) but the apparent hazard of such occurrences came to be overshadowed by the discovery of the "Hosgri" strike slip fault passing close to the area in the offshore. However data accumulated since the early 1970's clearly demonstrate the hazard as being partitioned between nearby earthquakes of strike slip origin, and underlying earthquakes of thrust origin analogous to that of the 2003 San Simeon earthquake. -
Conservation Element Text Only
Department of Community Development Master Plan Conservation Element Post Office Box 11130, Reno, NV 89520-0027 – 1001 E. Ninth St., Reno, NV 89512 Telephone: 775.328.6100 – Fax: 775.328.6133 – www.washoecounty.us/comdev/ Department of Community Development Master Plan Conservation Element This document is one of a series that, as adopted, constitutes a part of the Master Plan for Washoe County, Nevada. This document is available for $10.00 from the Washoe County Department of Community Development. If you have a copy of the Washoe County Master Plan notebook, please place this behind the Conservation Element tab. The Washoe County Master Plan can also be found on our department’s website. This printing of the Conservation Element reflects amendments adopted as part of Comprehensive Plan amendment Case Number CP10-002. In accordance with Article 820 of the Washoe County Development Code, this amendment was adopted by Resolution Number 10-11 of the Washoe County Planning Commission on May 20, 2010, by the Washoe County Commission on July 13, 2010, and found in conformance with the Truckee Meadows Regional Plan by the Regional Planning Commission on September 8, 2010. The adopting resolution was signed by the Washoe County Commission Chairman on September 9, 2010. SECOND PRINTING, SEPTEMBER 2010 Washoe County Master Plan CONSERVATION ELEMENT This page intentionally left blank. September 9, 2010 Page ii Washoe County Master Plan CONSERVATION ELEMENT Contents Page Acknowledgments ............................................................................................................ -
Geology and Soils
Environmental Checklist – Geology and Soils 1 3.3.6 Geology and Soils Less Than Potentially Less Than VI. GEOLOGY AND SOILS: Significant No Significant Significant with Impact Impact Impact Would the Project: 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 3.3.6.1 Environmental Setting 3 Region and Site Marine Geology. The onset of glaciation during the Pleistocene 4 Epoch caused several major oscillations in the sea level of more than 91 m (300 ft), as 5 the polar ice caps formed and subsequently receded. -
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. Hosgri fault zone (Class A) No. 81b Last Review Date: citation for this record: Hanson, K.L., and Bryant, W.A., compilers, 2016, Fault number 81b, Hosgri fault zone, 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 01:59 PM. Synopsis General: Fault lies entirely offshore, extensive data set including geophysical, seismological, and geologic data was compiled and reviewed for seismic hazard source characterization studies conducted by Pacific Gas and Electric Company (PG&E, 1988 #7833) as part of the Long Term Seismic Program for the Diablo Canyon Power Plant; the results of the multi-disciplinary study were extensively reviewed by the Nuclear Regulatory Commission and their consultants (Nuclear Regulatory Commission, 1991). Sections: This fault has 2 sections. Based primarily on geophysical data the Hosgri fault zone is subdivided into five sections (referred to as reaches) characterized by distinct variations in strike, down-dip geometry, trace geometry, amount and sense of vertical separation, and adjacent structural trends that occur along the fault zone (PG&E, 1988 #7833; Rietman and others, in review #7896; Hanson and others, 2004 #7890). Northern section. San Simeon/Hosgri step-over south to intersection with Los Osos [79] fault– 20–22 km San Luis-Pismo section. -
Hanford Sitewide Probabilistic Seismic Hazard Analysis 2014
Hanford Sitewide Probabilistic Seismic Hazard Analysis 2014 Appendix A Biographies of Project Participants Appendix A Biographies of Project Participants A.1 Technical Integrator Leads Kevin J Coppersmith, PhD, of Coppersmith Consulting, Inc., is the Project Technical Integrator and the Technical Integration (TI) Lead of the Seismic Source Characterization (SSC) Team for the Hanford Probabilistic Seismic Hazard Analysis (PSHA) Project. He has 33 years of consulting experience, with primary emphasis in probabilistic hazard analyses (seismic, volcanic, and related geohazards) for design and review of critical facilities within regulated environments. He has pioneered approaches to characterizing earth sciences data and their associated uncertainties for PSHAs for a range of critical facility sites, including nuclear power plant sites, high-level waste repositories, dams, offshore platforms, pipelines, and bridges. Dr. Coppersmith was a member of the Senior Seismic Hazard Analysis Committee (SSHAC), which provided PSHA methodology guidance to the U.S. Nuclear Regulatory Commission (NRC), U.S. Department of Energy (DOE), and Electric Power Research Institute (EPRI). As a co-principal investigator, he recently completed a study for the NRC on reviewing lessons learned from the application of SSHAC Study Level 3 and 4 methodologies over the past 10 years. In light of that study, he worked with NRC research staff to develop NUREG-2117, which provides detailed implementation guidance for SSHAC Level 3 and 4 studies. Dr. Coppersmith has extensive experience in leading SSHAC Level 3 and 4 studies for nuclear facilities. He served as the SSC Technical Facilitator/Integrator (TFI) for SSHAC Level 4 seismic hazard studies at the Yucca Mountain, Nevada, high-level waste repository, and he was the SSC TFI for the PEGASOS (Pan-European Gas-AeroSOls Climate Interaction Study) SSHAC Level 4 study for four nuclear power plants in Switzerland. -
O I Fe Th K H D I C Lif I Overview of Earthquake Hazards in California
DOCKET 11-IEP-1J DATE RECD. JUL 28 2011 Overv iew o f Earth qua ke Hazar ds in Ca liforn ia and Current Research Aimed at Reducing Uncertainty William L . Ellsworth U. S. Geological Survey Menlo Park, CA The USGS role in the National Earthquake Hazard Reduction Program partnership • Provide earthquake monitoring and notifications, • Assess seismic hazards, • Conduct targeted research needed to reduce the risk from earthquake hazards nationwide, and USGS National Earthquake • Work with NEHRP agencies and many Information Center other partners to support public awareness of earthquake hazards and impacts. national earthquake hazards reduction program Seismic Hazard Analysis Two main model components: 1) Earthquake Rupture Forecast 2) Earthquake Shaking model Gives the probability of all possible For a given earthquake rupture, this earthquake ruptures (fault offsets) gives the probability that an intensity- throughout the region and over a measure type will exceed some level specified time span of concern Empirical Physics-based “Attenuation Relationships” “Waveform Modeling” Uncertainties in current earthquake hazard models may lead to seismic- resistant designs that are overly conservative (biased too high). Earthquake Rupture Forecast Earthquake Shaking Model Weak Severe Shaking Shaking Structural Fragility Expected Losses Average loss 95% loss Increasing precision in hazard assessment through better data and improve d un ders tan ding can re duce this bias, hence, lower ing the cost of seismic safety. Improved Seismic Monitoring, Improved Decision-Making, National Research Council, 2006 Seismic Hazard Analysis NGA Project http://peer.berkeley.edu/ngawest/ The “Next Generation of Ground-Motion 2) Earthquake Shaking model Attenuation Models” (NGA) project is a multidisciplinary research program For a given earthquake rupture, this coordinated by the Lifelines Program of gives the probability that an intensity- the Pacific Earthquake Engineering measure type will exceed some level Research Center (PEER), in partnership of concern with the U.