Proceedings of a Workshop on Slope Stability: Problems and Solutions in Forest Management Seattle, Washington February 6-8, 1984 Doug Swanston Technical Editor
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5.4.5 Geological Hazards
Section 5.4.5: Risk Assessment – Geological Hazards 5.4.5 Geological Hazards The following section provides the hazard profile (hazard description, location, extent, previous occurrences and losses, probability of future occurrences, and impact of climate change) and vulnerability assessment for the geological hazards in Sussex County. 2016 Plan Update Changes The hazard profile has been significantly enhanced to include a detailed hazard description, location, extent, previous occurrences, probability of future occurrence, and potential change in climate and its impacts on the geological hazards is discussed. The geological hazards is now located in Section 5 of the plan update. It includes landslide, land subsidence and sinkholes, all of which were profiled separately in the 2011 HMP. New and updated figures from federal and state agencies are incorporated. U.S. 2010 Census data was incorporated, where appropriate. Previous occurrences were updated with events that occurred between 2008 and 2015. A vulnerability assessment was conducted for the geological hazards and it now directly follows the hazard profile. 5.4.5.1 Profile Hazard Description Geological hazards are any geological or hydrological processes that pose a threat to humans and natural properties. Every year, severe natural events destroy infrastructure and cause injuries and deaths. Geologic hazards may include volcanic eruptions and other geothermal related features, earthquakes, landslides and other slope failures, mudflows, sinkhole collapses, snow avalanches, flooding, glacial surges and outburst floods, tsunamis, and shoreline movements. For the purpose of this HMP update, only landslides and land subsidence/sinkholes will be discussed in the Geological Hazard profile. Landslides According to the U.S. -
FEMA's Be a Hero! Youth Emergency Preparedness Curriculum
cy Preparedness Emergen Youth Grades 1-2 TM http://www.ready.gov/kids 1 Dear Educator, Welcome to FEMA’s Be a Hero curriculum, an empowering educational journey into emergency preparedness! This standards-based, cross-curricular program is designed to provide students in grades 1 and 2 with the knowledge, awareness, and life-saving skills needed to prepare for a variety of emergencies and disasters. By engaging in three inquiry-based lessons, students will gain a personal and meaningful understanding of disaster preparedness in the context of real-world hazards. All learning activities lead to important learning through collaborative fact-finding and sharing. By the final lesson, students will become “heroes” as they develop their ownReady Books on emergency preparedness. Using communication skills and creativity, they will generate awareness of emergency preparedness among friends, families, and the school community. Knowledge empowers! We hope this program will help you, your students, and their families feel prepared. Sincerely, Your Friends at FEMA Table of Contents Lesson 1: Lesson 2: Lesson 3: Super Mission: Find the Facts 5 Superheroes, Ready! 16 We Know What To Do! 22 Essential Questions: Essential Questions: Essential Questions: What is an emergency? What is a How can I/my family prepare for an What should I do in an emergency? What are natural disaster? What are different emergency or disaster? Am I/is my safe actions in different emergency situations? kinds of emergencies that can family prepared? impact me? Learning Objectives: -
Types of Landslides.Indd
Landslide Types and Processes andslides in the United States occur in all 50 States. The primary regions of landslide occurrence and potential are the coastal and mountainous areas of California, Oregon, Land Washington, the States comprising the intermountain west, and the mountainous and hilly regions of the Eastern United States. Alaska and Hawaii also experience all types of landslides. Landslides in the United States cause approximately $3.5 billion (year 2001 dollars) in dam- age, and kill between 25 and 50 people annually. Casualties in the United States are primar- ily caused by rockfalls, rock slides, and debris flows. Worldwide, landslides occur and cause thousands of casualties and billions in monetary losses annually. The information in this publication provides an introductory primer on understanding basic scientific facts about landslides—the different types of landslides, how they are initiated, and some basic information about how they can begin to be managed as a hazard. TYPES OF LANDSLIDES porate additional variables, such as the rate of movement and the water, air, or ice content of The term “landslide” describes a wide variety the landslide material. of processes that result in the downward and outward movement of slope-forming materials Although landslides are primarily associ- including rock, soil, artificial fill, or a com- ated with mountainous regions, they can bination of these. The materials may move also occur in areas of generally low relief. In by falling, toppling, sliding, spreading, or low-relief areas, landslides occur as cut-and- La Conchita, coastal area of southern Califor- flowing. Figure 1 shows a graphic illustration fill failures (roadway and building excava- nia. -
Coastal and Other Hazards (Se)
Goleta General Plan /Coastal Land Use Plan 5.0 Safety Element CHAPTER 5.0 SAFETY ELEMENT: COASTAL AND OTHER HAZARDS (SE) 5.1 INTRODUCTION General Plan Law Requirements [GP] The Safety Element is one of seven general Safety Element Policies plan elements mandated by state law. The SE 1: Safety in General scope of the Safety Element is specified in SE 2: Bluff Erosion and Retreat Section 65302 (g) of the California SE 3: Beach Erosion and Shoreline Hazards SE 4: Seismic and Seismically Induced Hazards Government Code as follows: SE 5: Soil and Slope Stability Hazards SE 6: Flood Hazards The general plan shall include a safety SE 7: Urban and Wildland Fire Hazards element for the protection of the SE 8: Oil and Gas Industry Hazards community from any unreasonable SE 9: Airport-Related Hazards. SE 10: Hazardous Materials and Facilities risks associated with the effects of SE 11: Emergency Preparedness seismically induced surface rupture, ground shaking, ground failure, tsunami, seiche, and dam failure; slope instability leading to mudslides and landslides; subsidence and other geologic hazards known to the legislative body; flooding; and wild land and urban fires. The safety element shall include mapping of known seismic and other geologic hazards. It shall also address evacuation routes, peak-load water supply requirements, and minimum road widths and clearances around structures, as those items relate to identified fire and geologic hazards. Coastal hazards such as bluff retreat and shoreline erosion are also addressed in this element, as are hazards associated with oil and gas production, processing, and transport. California Coastal Act Requirements [CP] The California Coastal Act (Coastal Act) requires new development to be sited and designed to minimize risks, ensure stability and structural integrity, and neither create nor contribute significantly to erosion or require the construction of new shoreline protective devices that would substantially alter natural landforms along coastal bluffs and cliffs. -
South Fork Coquille Watershed Analysis
DOCUMENT A 13.66/2: COQUILLE fiVE, LOWER S.F. 17 10 03 00* I C 66x 1 COQUILLE RIVER, UPPER S.F 17 1:-03 01* ' United States Q, '0) Departimnt of Agriculture THIS PUBLICATION Forest Serilce CMN FE CHECKED OUT Pacific Northwest Region 1995 JA* fSouth Fork Coquille Wate1hed Analysis Iteration 1.0 Powers Ranger Distric, Slsklyou National Forest September 1995 SOUTHERN OREGON UNWVERSiTY LIBRARY ASHLAND, OREGON 97520 United Stat. Depaenent of Agnculure Forest Service Pacific Northwest Region 1995 SOUTH FORK COQUILLE WATERSHED ANALYSIS ITERATION 1.0 I have read this analysis and it meets the Standards and Guidelines for watershed analysis required by an amendment to the Forest Plan (Record of Decision dated April 1994). Any additional evidence needed to make a decision will be gathered site-specifically as part of a NEPA document or as an update to this document. SIGNED CoQ 4 DATE q 1T2 letE District Ranger Powers Ranger District Siskiyou National Forest South Fork Coquille Watershed Analysis - September 1995 Developed by Interdisciplinary Team Members: Steve Harbert Team leader Betsy Howell Wildlife Biologist Dave Shea Botantist, Wildlife Biologist Ruth Sisko Forester Cindy Ricks Geologist Chris Parks Hydrologist Max Yager Fish Biologist Kathy Helm Writer-Editor (March-April 1995), BLM Tina Harbert Writer-Editor (May-July 1995), Powers R.D. Joe Hallett Cultural Resource Key Support: Joel King Forest Planner, Siskiyou National Forest Sue Olson Acting District Ranger, Powers R.D. (Jan-May 1995) Carl Linderman District Ranger, Powers R.D. Marshall Foster GIS, Powers R.D. Jodi Shorb Computer Assistant Linda Spencer Computer Support For Further Information, contact: Powers Ranger District Powers, OR 97466 (503) 439-3011 The policy of the United States Department of Agriculture Forest Service prohibits discrimination on the basis of race, color, national origin, age, religion, sex, or disability, familial status, or political affiliation. -
BAER) Assessment Specialist Report, Phase 2 – GEOLOGIC HAZARDS
Burned Area Emergency Response (BAER) Assessment Specialist Report, Phase 2 – GEOLOGIC HAZARDS Thomas Fire, Los Padres National Forest January 2018 Allen King – Geologist, Los Padres NF (retired) Dennis Veich – Forest Geologist, Shasta-Trinity NF Fire-damaged Tree near Chismahoo Mountain “When rain starts to fall, people in higher risk basins should be prepared to evacuate. Do not remain in, near or below burned areas at the base of canyons, even during light rain. Stay away from small streams that could become raging rivers in the blink of an eye. If the forecast calls for heavy rains through the night, homes may not be safe places if they are located in or near drainage areas and within a mile of the mountain front. Roads can suddenly become blocked with mud and debris, and can wash out at stream crossings. It is important to pay strong attention to warnings from local emergency responders and weather advisories.” -Sue Cannon, USGS Landslide Hazards Program, 2003 INTRODUCTION The Thomas Fire started on December 4, 2017, near the Thomas Aquinas College (east end of Sulphur Mountain), Ventura County, California. The fire is still considered to be active and as of January 12th, 2018, it is estimated to have burned 281,900 acres and is 92% contained. Approximately 181,300 acres within the burn area are National Forest lands (~64%); 98,200 acres are private (~35%); and 2,400 acres (~1%) are a combination of state and county properties. Although tremendous down-slope/down-drainage resources and values and lives are recognized and kept in mind during our analysis, this report addresses the effects of the Thomas Fire and the associated Values At Risk (VARs) ONLY on Forest Service lands, since the other lands are being evaluated by teams of Cal Fire scientists and other agencies. -
Seismic Design Guidelines Appendix B: Geotechnical
Mandatory Retrofit Program for Non-Ductile Concrete Buildings And Pre-Northridge Steel Moment Frame Buildings Ordinance 17-1011 SEISMIC DESIGN GUIDELINES APPENDIX B ISSUED NOVEMBER 8, 2019 REVISED SEPTEMBER 25, 2020 APPENDIX B: GEOTECHNICAL / GEOLOGICAL REPORT REQUIREMENTS 1.0 INTRODUCTION ASCE 41 geotechnical/geological report requirements for seismic evaluation and retrofit design varies greatly based on the amount of as-built information obtained and type of existing foundation system. The following document is intended to help clarify geotechnical / geological requirements of Ordinance 17-1011 for Non-Ductile Concrete and Pre-Northridge Steel Moment Frames. It is noted that all geotechnical / geological reports shall be signed and stamped by a California licensed Geotechnical Engineer and by a California licensed Geologist (if applicable). 2.0 SEISMIC SITE HAZARD The following frequently asked questions and answers are intended to clarify the scope and requirements of the seismic site hazard requirements of Ordinance 17-1011. 2.1 When is a site-specific seismic hazard determination required? A site-specific seismic hazard procedure is required when: a. The building is located on Site Class E soils and the mapped BSE-2N Sxs>2.0 or b. The building is located on Site Class F soils, unless Ss<0.20. In addition, a site-specific hazard is required to scale records when performing a non- linear dynamic time-history analysis. [Ref. ASCE 41 Section 2.4]. 2.2 When scaling a suite of acceleration records, is there a required or preferred scaling method? A site-specific response spectra shall be developed per ASCE 41 Section 2.4.2.1 requirements. -
Identification and Mitigation of Geologic Hazards
AIPGprofessional geologists in all specialties of the science Identification and Mitigation of Geologic Hazards An important and practical application of and because earthquakes geology is identifying hazardous natural are of such a scale that phenomena and isolating their causes in they can affect several order to safeguard communities. According communities si-multane- to the USGS, the average economic toll ously, the risk to human life from natural hazards in the United States is is obvious.2 The largest approximately $52 billion per year, while recorded earthquake to hit the average annual death toll is approxi- the North American conti- mately 200.1 The primary causes are nent had a magnitude of earthquakes, landslides, and flooding, but 9.2, which occurred on other events, such as subsidence, volcanic March 27, 1964 in eruptions, and exposure to radon or asbes- Anchorage, Alaska. It dev- tos, also pose considerable danger. astated the town and sur- Awareness of the potential hazards that rounding area, and could persist in areas under consideration for be felt over an area of half Figure 2. Volcano Zones both private and community development a million square miles.2 is critical, and so geological consultants Land-slides caused most of the average global temperature by 2 and engineers are called in to survey land the damage, while a 30-foot high tsunami degrees Fahrenheit for 2 years.3 development sites and assist building con- generated by an underwater quake leveled tractors in designing structures that will coastal villages around the Gulf of Alaska, The role of geologists in mitigating such stand the test of time. -
Type of Services Current Conditions Soils, Geology, and Geologic Hazards Envision San José 2040 General Plan Update
Type of Services Current Conditions Soils, Geology, and Geologic Hazards Envision San José 2040 General Plan Update Client David J. Powers & Associates Client Address 1885 The Alameda, Suite 204 San José, CA 95126 Project Number 118-13-2 Date March 20, 2009 Prepared Scott E. Fitinghoff, P.E., G.E. by Principal Geotechnical Engineer Philip A. Frame, C.E.G. Senior Engineering Geologist Laura C. Knutson, P.E., G.E. Principal Geotechnical Engineer Quality Assurance Reviewer Table of Contents SECTION 1: INTRODUCTION ......................................................................................... 1 1.1 PURPOSE ......................................................................................................... 1 SECTION 2: SOILS AND GEOLOGIC CONDITIONS ..................................................... 1 2.1 GEOLOGIC OVERVIEW OF SAN JOSÉ ......................................................... 1 2.2 LANDSLIDES ................................................................................................... 2 2.3 WEAK/EXPANSIVE SOILS .............................................................................. 3 2.4 NATURALLY-OCCURRING ABESTOS (NOA) ............................................... 4 2.5 EROSION .......................................................................................................... 4 2.6 ARTIFICIAL FILL .............................................................................................. 4 2.7 GROUND SUBSIDENCE DUE TO GROUND WATER REMOVAL ................. 4 2.8 MINERAL RESOURCES -
Engineering Geologic Assessment of the Slope Movements And
EGU Journal Logos (RGB) Open Access Open Access Open Access Advances in Annales Nonlinear Processes Geosciences Geophysicae in Geophysics Open Access Open Access Nat. Hazards Earth Syst. Sci., 13, 1113–1126, 2013 Natural Hazards Natural Hazards www.nat-hazards-earth-syst-sci.net/13/1113/2013/ doi:10.5194/nhess-13-1113-2013 and Earth System and Earth System © Author(s) 2013. CC Attribution 3.0 License. Sciences Sciences Discussions Open Access Open Access Atmospheric Atmospheric Chemistry Chemistry and Physics and Physics Engineering geologic assessment of the slope movements and Discussions Open Access Open Access liquefaction failures of the 23 October 2011 Van earthquakeAtmospheric Atmospheric Measurement Measurement M = ( w 7.2) Techniques Techniques A. Karakas¸, O.¨ Coruk, and B. Dogan˘ Discussions Open Access Open Access Kocaeli University, Engineering Faculty, Department of Geological Engineering, Izmit,˙ Kocaeli, Turkey Biogeosciences Correspondence to: A. Karakas¸([email protected]) Biogeosciences Discussions Received: 30 October 2012 – Published in Nat. Hazards Earth Syst. Sci. Discuss.: – Revised: 29 January 2013 – Accepted: 18 April 2013 – Published: 26 April 2013 Open Access Open Access Climate Climate Abstract. On 23 October 2011, a M = 7.2 earthquake oc- 1 Introduction w of the Past of the Past curred in the Van Province in eastern Turkey, killing 604 peo- Discussions ple. The earthquake was triggered by a thrust fault due to a Earthquakes are natural events that have different effects on compression stress in the region, and caused extensive dam- the earth. Some effects severely affect humans, man-made Open Access Open Access age over a large area. Many structures in the earthquake re- structures, and nature. -
Geologic Hazards
Geologic Hazards CVEN 3698 Engineering Geology Definitions • A geologic hazard is one of several types of adverse geologic conditions capable of causing damage or loss of property and life (Wikipedia) • A geologic hazard shall mean a geologic condition or geologic process which poses a significant threat to health, life, limb, or property. (BC Land Use Department) • A geologic constraint shall mean a geologic condition which does not pose a significant threat to life or limb, but which can cause intolerable damage to structures (BC Land Use Department) • A geologic hazard is a natural geologic event that can endanger human lives and threaten human property. Earthquakes, geomagnetic storms, landslides, sinkholes, tsunamis, and volcanoes are all types of geologic hazards. The U.S. Geological Survey (USGS) provides real-time hazard information on earthquakes, landslides, geo-magnetics, and volcanoes, as well as background information on all the types of hazards. http://geohazards.cr.usgs.gov Counties and Municipalities in Colorado regulate geologic Hazards in four different ways • Master and Land Use Plans for land use patterns and development • Zoning Regulations • 1041 Regulations where hazardous areas are identified • Land Use or Subdivision Codes https://www.bouldercounty.org/departments/land-use/ http://coloradogeologicalsurvey.org/ https://assets.bouldercounty.org/wp-content/uploads/2017/06/cesare- geologic-hazard-study-boulder-county-20170331.pdf Front Range Geologic Hazards Field Trip: http://coloradogeologicalsurvey.org/wp-content/uploads/2013/08/6.pdf Two Types • Hazards associated with particular earth materials. Examples include swelling soils and rocks, toxic minerals (asbestos, acid drainage) and toxic gases (radon gas). • Hazards associated with earth processes (earthquakes, volcanoes, landslides, avalanches, rock slides and rock falls, soil creep, subsidence, floods, frost heave, coastal hazards). -
Mass Movements General Anatomy
CE/SC 10110-20110: Planet Earth Mass Movements Earth Portrait of a Planet Fifth Edition Chapter 16 Mass movement (or mass wasting) is the downslope motion of rock, regolith (soil, sediment, and debris), snow, and ice. General Anatomy Discrete slump blocks Head scarp Bulging toe Road for scale Disaster in the Andes: Yungay, Peru, 1970 Fractures rock, loosens soil particles. Seismic energy overstresses the system. Yungay, Peru, in the Santa River Valley beneath the heavily glaciated Nevado Huascarán (21,860 feet). May, 1970, earthquake occurred offshore ~100 km away - triggered many small rock falls. An 800-meter-wide block of ice was dislodged and avalanched downhill, scooping out small lakes and breaking off large masses of rock debris. Disaster in the Andes: Yungay, Peru, 1970 More than 50 million cubic meters of muddy debris traveled 3.7 km (12,000 feet) vertically and 14.5 km (9 miles) horizontally in less than 4 minutes! Main mass of material traveled down a steep valley, blocking the Santa River and burying ~18,000 people in Ranrachirca. A small part shot up the valley wall, was momentarily airborne before burying the village of Yungay. Estimated death toll = 17,000. Disaster in the Andes: Yungay, Peru, 1970 Before After Whats Left of Yungay. Common Mass Movements Rockfalls and Slides Slow Fast Debris Flows Slumping Lahars and Mudflows Solifluction and Creep These different kinds of mass movements are arranged from slowest (left) to fastest (right). Types of Mass Movement Different types of mass movement based on 4 factors: 1) Type of material involved (rock, regolith, snow, ice); 2) Velocity of the movement (slow, intermediate, fast); 3) Character of the movement (chaotic cloud, slurry, coherent mass; 4) Environment (subaerial, submarine).