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Hazard Identification and Vulnerability Analysis Revised January 2016
COMPREHENSIVE EMERGENCY HAZARD IDENTIFICATION MANAGEMENT PLAN AND VULNERABILITY ANALYSIS CITY OF OLYMPIA, WASHINGTON HAZARD IDENTIFICATION AND VULNERABILITY ANALYSIS REVISED JANUARY 2016 OLYMPIA FIRE DEPARTMENT, EMERGENCY MANAGEMENT DIVISION 100 EASTSIDE STREET, N. E., OLYMPIA, WA 98506 JANUARY 2016 PAGE 1 OF 48 COMPREHENSIVE EMERGENCY HAZARD IDENTIFICATION MANAGEMENT PLAN AND VULNERABILITY ANALYSIS THIS PAGE LEFT INTENTIONALLY BLANK. JANUARY 2016 PAGE 2 OF 48 COMPREHENSIVE EMERGENCY HAZARD IDENTIFICATION MANAGEMENT PLAN AND VULNERABILITY ANALYSIS EXECUTIVE SUMMARY The Hazard Identification and Vulnerability Analysis (HIVA) for the City of Olympia identifies various hazards in the region and then assesses the risk associated with each hazard. The City of Olympia Comprehensive Emergency Management Plan, which facilitates each phase of emergency management, is built upon and designed to coordinate with this HIVA in accordance with WAC 118-30-060 (1) which states, “Each political subdivision must base its Comprehensive Emergency Management Plan on a hazard analysis.” This HIVA serves as a foundation for city planning including preparedness, mitigation, response, and recovery activities and is a training tool, providing introductory knowledge of the hazards in City of Olympia. The data contained within the HIVA is not original, but extracted from many sources. The HIVA assesses potential hazards within the city, and surrounding areas with a focus on hazards that have the potential to cause large-scale disasters as well as hazards with less severe impacts that still require significant planning and response efforts to mitigate or neutralize. Even if the City of Olympia is not directly impacted by a hazard there is still a potential for significant indirect impact on the city as various critical infrastructure systems owned, operated, or utilized by the City extend beyond its borders. -
Landslides on the Loess Plateau of China: a Latest Statistics Together with a Close Look
Landslides on the Loess Plateau of China: a latest statistics together with a close look Xiang-Zhou Xu, Wen-Zhao Guo, Ya- Kun Liu, Jian-Zhong Ma, Wen-Long Wang, Hong-Wu Zhang & Hang Gao Natural Hazards Journal of the International Society for the Prevention and Mitigation of Natural Hazards ISSN 0921-030X Volume 86 Number 3 Nat Hazards (2017) 86:1393-1403 DOI 10.1007/s11069-016-2738-6 1 23 Your article is protected by copyright and all rights are held exclusively by Springer Science +Business Media Dordrecht. This e-offprint is for personal use only and shall not be self- archived in electronic repositories. If you wish to self-archive your article, please use the accepted manuscript version for posting on your own website. You may further deposit the accepted manuscript version in any repository, provided it is only made publicly available 12 months after official publication or later and provided acknowledgement is given to the original source of publication and a link is inserted to the published article on Springer's website. The link must be accompanied by the following text: "The final publication is available at link.springer.com”. 1 23 Author's personal copy Nat Hazards (2017) 86:1393–1403 DOI 10.1007/s11069-016-2738-6 SHORT COMMUNICATION Landslides on the Loess Plateau of China: a latest statistics together with a close look 1,2 2 2 Xiang-Zhou Xu • Wen-Zhao Guo • Ya-Kun Liu • 1 1 3 Jian-Zhong Ma • Wen-Long Wang • Hong-Wu Zhang • Hang Gao2 Received: 16 December 2016 / Accepted: 26 December 2016 / Published online: 3 January 2017 Ó Springer Science+Business Media Dordrecht 2017 Abstract Landslide plays an important role in landscape evolution, delivers huge amounts of sediment to rivers and seriously affects the structure and function of ecosystems and society. -
Port Silt Loam Oklahoma State Soil
PORT SILT LOAM Oklahoma State Soil SOIL SCIENCE SOCIETY OF AMERICA Introduction Many states have a designated state bird, flower, fish, tree, rock, etc. And, many states also have a state soil – one that has significance or is important to the state. The Port Silt Loam is the official state soil of Oklahoma. Let’s explore how the Port Silt Loam is important to Oklahoma. History Soils are often named after an early pioneer, town, county, community or stream in the vicinity where they are first found. The name “Port” comes from the small com- munity of Port located in Washita County, Oklahoma. The name “silt loam” is the texture of the topsoil. This texture consists mostly of silt size particles (.05 to .002 mm), and when the moist soil is rubbed between the thumb and forefinger, it is loamy to the feel, thus the term silt loam. In 1987, recognizing the importance of soil as a resource, the Governor and Oklahoma Legislature selected Port Silt Loam as the of- ficial State Soil of Oklahoma. What is Port Silt Loam Soil? Every soil can be separated into three separate size fractions called sand, silt, and clay, which makes up the soil texture. They are present in all soils in different propor- tions and say a lot about the character of the soil. Port Silt Loam has a silt loam tex- ture and is usually reddish in color, varying from dark brown to dark reddish brown. The color is derived from upland soil materials weathered from reddish sandstones, siltstones, and shales of the Permian Geologic Era. -
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used As a Training Tool
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Item Type Report Authors Darrow, Margaret M.; Huang, Scott L.; Obermiller, Kyle Publisher Alaska University Transportation Center Download date 26/09/2021 04:55:55 Link to Item http://hdl.handle.net/11122/7546 A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Final Report December 2011 Prepared by PI: Margaret M. Darrow, Ph.D. Co-PI: Scott L. Huang, Ph.D. Co-author: Kyle Obermiller Institute of Northern Engineering for Alaska University Transportation Center REPORT CONTENTS TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 REVIEW OF UNSTABLE SOIL SLOPES IN PERMAFROST AREAS ............................... 1 3.0 THE NELCHINA SLIDE ..................................................................................................... 2 4.0 THE RICH113 SLIDE ......................................................................................................... 5 5.0 THE CHITINA DUMP SLIDE .............................................................................................. 6 6.0 SUMMARY ......................................................................................................................... 9 7.0 REFERENCES ................................................................................................................. 10 i A STUDY OF UNSTABLE SLOPES IN PERMAFROST AREAS 1.0 INTRODUCTION -
Disaster Management of India
DISASTER MANAGEMENT IN INDIA DISASTER MANAGEMENT 2011 This book has been prepared under the GoI-UNDP Disaster Risk Reduction Programme (2009-2012) DISASTER MANAGEMENT IN INDIA Ministry of Home Affairs Government of India c Disaster Management in India e ACKNOWLEDGEMENT The perception about disaster and its management has undergone a change following the enactment of the Disaster Management Act, 2005. The definition of disaster is now all encompassing, which includes not only the events emanating from natural and man-made causes, but even those events which are caused by accident or negligence. There was a long felt need to capture information about all such events occurring across the sectors and efforts made to mitigate them in the country and to collate them at one place in a global perspective. This book has been an effort towards realising this thought. This book in the present format is the outcome of the in-house compilation and analysis of information relating to disasters and their management gathered from different sources (domestic as well as the UN and other such agencies). All the three Directors in the Disaster Management Division, namely Shri J.P. Misra, Shri Dev Kumar and Shri Sanjay Agarwal have contributed inputs to this Book relating to their sectors. Support extended by Prof. Santosh Kumar, Shri R.K. Mall, former faculty and Shri Arun Sahdeo from NIDM have been very valuable in preparing an overview of the book. This book would have been impossible without the active support, suggestions and inputs of Dr. J. Radhakrishnan, Assistant Country Director (DM Unit), UNDP, New Delhi and the members of the UNDP Disaster Management Team including Shri Arvind Sinha, Consultant, UNDP. -
Sand Dunes Computer Animations and Paper Models by Tau Rho Alpha*, John P
Go Home U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Sand Dunes Computer animations and paper models By Tau Rho Alpha*, John P. Galloway*, and Scott W. Starratt* Open-file Report 98-131-A - This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this program has been used by the U.S. Geological Survey, no warranty, expressed or implied, is made by the USGS as to the accuracy and functioning of the program and related program material, nor shall the fact of distribution constitute any such warranty, and no responsibility is assumed by the USGS in connection therewith. * U.S. Geological Survey Menlo Park, CA 94025 Comments encouraged tralpha @ omega? .wr.usgs .gov [email protected] [email protected] (gobackward) <j (goforward) Description of Report This report illustrates, through computer animations and paper models, why sand dunes can develop different forms. By studying the animations and the paper models, students will better understand the evolution of sand dunes, Included in the paper and diskette versions of this report are templates for making a paper models, instructions for there assembly, and a discussion of development of different forms of sand dunes. In addition, the diskette version includes animations of how different sand dunes develop. Many people provided help and encouragement in the development of this HyperCard stack, particularly David M. Rubin, Maura Hogan and Sue Priest. -
Lahars in Crescent River Valley, Lower Cook Inlet, Alaska
LAHARS IN CRESCENT RIVER VALLEY, LOWER COOK INLET, ALASKA BY James R. Riehle, Juergen Kienle, and Karen S. Emmel GEOLOGIC REPORT 53 STATE OF ALASKA Jay S. Hammond, Governor Robert E. LeResche, Commissioner, Dept. of Natural Resources Geoffrey Haynes, Deputy Commissioner Ross G. Schaff, State Geologist Cover photo: Redoubt Volcano in eruption, January 1966. (Taken by Jon Gardey from an airplane on north side of volcano looking west.) Available from Alaska Division of Geological and Geophysical Surveys, P.O. Box 80007. College. 99708; 941 Dowling Rd., Anchorage. 99502; P.O. Box 7438, Ketchikan, 99901; and 230 So. Franklin St. (Rm 407), Juneau, 99801. CONTENTS Page Abstract ................................................................................ Introduction............................................................................. Description and inferred origin of the deposits................................................... Location .............................................................................. Internal characteristics .................................................................. Interpretation of observations ............................................................ Ageofthelahars.......................................................................... Originofthelahars........................................................................ Potential hazards of lahars .................................................................. Acknowledgments ........................................................................ -
Silt Fence (1056)
Silt Fence (1056) Wisconsin Department of Natural Resources Technical Standard I. Definition IV. Federal, State, and Local Laws Silt fence is a temporary sediment barrier of Users of this standard shall be aware of entrenched permeable geotextile fabric designed applicable federal, state, and local laws, rules, to intercept and slow the flow of sediment-laden regulations, or permit requirements governing sheet flow runoff from small areas of disturbed the use and placement of silt fence. This soil. standard does not contain the text of federal, state, or local laws. II. Purpose V. Criteria The purpose of this practice is to reduce slope length of the disturbed area and to intercept and This section establishes the minimum standards retain transported sediment from disturbed areas. for design, installation and performance requirements. III. Conditions Where Practice Applies A. Placement A. This standard applies to the following applications: 1. When installed as a stand-alone practice on a slope, silt fence shall be placed on 1. Erosion occurs in the form of sheet and the contour. The parallel spacing shall rill erosion1. There is no concentration not exceed the maximum slope lengths of water flowing to the barrier (channel for the appropriate slope as specified in erosion). Table 1. 2. Where adjacent areas need protection Table 1. from sediment-laden runoff. Slope Fence Spacing 3. Where effectiveness is required for one < 2% 100 feet year or less. 2 to 5% 75 feet 5 to 10% 50 feet 4. Where conditions allow for silt fence to 10 to 33% 25 feet be properly entrenched and staked as > 33% 20 feet outlined in the Criteria Section V. -
Gabion Retaining Walls with Alternate Fill Materials
Gabion Retaining Walls with Alternate Fill Materials IGC 2009, Guntur, INDIA GABION RETAINING WALLS WITH ALTERNATE FILL MATERIALS K.S. Beena Reader, School of Engineering, Cochin University of Science and Technology, Cochin–682022, India. E-mail: [email protected] P.K. Jayasree Lecturer in Civil Engineering, College of Engineering, Trivandrum–695 016, India. E-mail: [email protected] ABSTRACT: Although gabions have been used from ancient times, it is only in the last few decades that their wide spread use has lead them to become an accepted construction material in Civil Engineering. Gabion retaining walls are mass gravity structure made up of strong mesh containers known as gabion boxes, filled with quarry stone. Considering the cost and scarcity of quarry stones, the replacement of it with some other cheaper material will make the construction more economical. This aspect is studied here. Considering the specific gravity, friction, cost and availability, quarry dust and red soil was selected as the fill material. Model gabion retaining walls were constructed for the purpose in which, different combinations of quarry dust, red soil and coarse aggregate were taken as the filling material. Analyzing the lateral deformations of various cases, it can be concluded that a 50%–50% combination of alternative material and aggregate will perform better than the coarse aggregate alone, considering the cost of construction. 1. INTRODUCTION dry stone gravity mass wall made of gabion boxes. They are cost effective, environmental friendly and durable structures. Retaining walls, one of the major geotechnical applications, Because of these reasons gabions are widely used now days are mainly used in the case of highways and railways to all over the world. -
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. -
Landslide Triggering Mechanisms
kChapter 4 GERALD F. WIECZOREK LANDSLIDE TRIGGERING MECHANISMS 1. INTRODUCTION 2.INTENSE RAINFALL andslides can have several causes, including Storms that produce intense rainfall for periods as L geological, morphological, physical, and hu- short as several hours or have a more moderate in- man (Alexander 1992; Cruden and Vames, Chap. tensity lasting several days have triggered abun- 3 in this report, p. 70), but only one trigger (Varnes dant landslides in many regions, for example, 1978, 26). By definition a trigger is an external California (Figures 4-1, 4-2, and 4-3). Well- stimulus such as intense rainfall, earthquake shak- documented studies that have revealed a close ing, volcanic eruption, storm waves, or rapid stream relationship between rainfall intensity and acti- erosion that causes a near-immediate response in vation of landslides include those from California the form of a landslide by rapidly increasing the (Campbell 1975; Ellen et al. 1988), North stresses or by reducing the strength of slope mate- Carolina (Gryta and Bartholomew 1983; Neary rials. In some cases landslides may occur without an and Swift 1987), Virginia (Kochel 1987; Gryta apparent attributable trigger because of a variety or and Bartholomew 1989; Jacobson et al. 1989), combination of causes, such as chemical or physi- Puerto Rico (Jibson 1989; Simon et al. 1990; cal weathering of materials, that gradually bring the Larsen and Torres Sanchez 1992)., and Hawaii slope to failure. The requisite short time frame of (Wilson et al. 1992; Ellen et al. 1993). cause and effect is the critical element in the iden- These studies show that shallow landslides in tification of a landslide trigger. -
Liquefaction, Landslide and Slope Stability Analyses of Soils: a Case Study Of
Nat. Hazards Earth Syst. Sci. Discuss., doi:10.5194/nhess-2016-297, 2016 Manuscript under review for journal Nat. Hazards Earth Syst. Sci. Published: 26 October 2016 c Author(s) 2016. CC-BY 3.0 License. 1 Liquefaction, landslide and slope stability analyses of soils: A case study of 2 soils from part of Kwara, Kogi and Anambra states of Nigeria 3 Olusegun O. Ige1, Tolulope A. Oyeleke 1, Christopher Baiyegunhi2, Temitope L. Oloniniyi2 4 and Luzuko Sigabi2 5 1Department of Geology and Mineral Sciences, University of Ilorin, Private Mail Bag 1515, 6 Ilorin, Kwara State, Nigeria 7 2Department of Geology, Faculty of Science and Agriculture, University of Fort Hare, Private 8 Bag X1314, Alice, 5700, Eastern Cape Province, South Africa 9 Corresponding Email Address: [email protected] 10 11 ABSTRACT 12 Landslide is one of the most ravaging natural disaster in the world and recent occurrences in 13 Nigeria require urgent need for landslide risk assessment. A total of nine samples representing 14 three major landslide prone areas in Nigeria were studied, with a view of determining their 15 liquefaction and sliding potential. Geotechnical analysis was used to investigate the 16 liquefaction potential, while the slope conditions were deduced using SLOPE/W. The results 17 of geotechnical analysis revealed that the soils contain 6-34 % clay and 72-90 % sand. Based 18 on the unified soil classification system, the soil samples were classified as well graded with 19 group symbols of SW, SM and CL. The plot of plasticity index against liquid limit shows that 20 the soil samples from Anambra and Kogi are potentially liquefiable.