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Geotechnical Overview
I-66 CORRIDOR STUDY WESTERN KENTUCKY TO MISSOURI BALLARD / MCCRACKEN COUNTY - ITEM # 1-23.00 APPENDIX 5 – GEOTECHNICAL OVERVIEW Prepared for Kentucky Transportation Cabinet (KYTC) – Division of Planning Kentucky Transportation Cabinet (KYTC) – District 1 Missouri Department of Transportation (MoDOT) Prepared by Parsons Brinckerhoff Quade & Douglas, Inc. In Association With: Qk4 Third Rock Consultants, LLC Cultural Resource Analysts, Inc. Fuller, Mossbarger, Scott & May FEBRUARY 2005 Table of Contents Section Page No. 1. Project Description ................................................................ 1 2. Scope of Work ........................................................................ 2 3. Physiographic and Stratigraphic Setting............................. 3 3.1. Topography and Drainage............................................... 3 3.2. Stratigraphy..................................................................... 3 3.3. Soils and Unconsolidated Materials................................ 4 3.4. Groundwater................................................................... 4 3.5. Regional Seismicity ........................................................ 4 4. Existing Corridor Features ................................................... 6 4.1. General............................................................................ 6 4.2. Domestic and Public Areas............................................. 6 4.3. Other Features................................................................. 6 5. Geotechnical Concerns ......................................................... -
The Northern Snakehead Channa Argus (Anabantomorpha: Channidae), a Non- Indigenous Fish Species in the Potomac River, U.S.A Author(S): Thomas M
The Northern Snakehead Channa argus (Anabantomorpha: Channidae), a non- indigenous fish species in the Potomac River, U.S.A Author(s): Thomas M. Orrell and Lee Weigt Source: Proceedings of the Biological Society of Washington, 118(2):407-415. 2005. Published By: Biological Society of Washington DOI: http://dx.doi.org/10.2988/0006-324X(2005)118[407:TNSCAA]2.0.CO;2 URL: http://www.bioone.org/doi/full/10.2988/0006-324X%282005%29118%5B407%3ATNSCAA %5D2.0.CO%3B2 BioOne (www.bioone.org) is a nonprofit, online aggregation of core research in the biological, ecological, and environmental sciences. BioOne provides a sustainable online platform for over 170 journals and books published by nonprofit societies, associations, museums, institutions, and presses. Your use of this PDF, the BioOne Web site, and all posted and associated content indicates your acceptance of BioOne’s Terms of Use, available at www.bioone.org/page/terms_of_use. Usage of BioOne content is strictly limited to personal, educational, and non-commercial use. Commercial inquiries or rights and permissions requests should be directed to the individual publisher as copyright holder. BioOne sees sustainable scholarly publishing as an inherently collaborative enterprise connecting authors, nonprofit publishers, academic institutions, research libraries, and research funders in the common goal of maximizing access to critical research. PROCEEDINGS OF THE BIOLOGICAL SOCIETY OF WASHINGTON 118(2):407±415. 2005. The Northern Snakehead Channa argus (Anabantomorpha: Channidae), a non-indigenous ®sh species in the Potomac River, U.S.A. Thomas M. Orrell and Lee Weigt (TMO) Smithsonian Institution, P.O. Box 37012, National Museum of Natural History, Washington, D.C. -
Snakeheadsnepal Pakistan − (Pisces,India Channidae) PACIFIC OCEAN a Biologicalmyanmar Synopsis Vietnam
Mongolia North Korea Afghan- China South Japan istan Korea Iran SnakeheadsNepal Pakistan − (Pisces,India Channidae) PACIFIC OCEAN A BiologicalMyanmar Synopsis Vietnam and Risk Assessment Philippines Thailand Malaysia INDIAN OCEAN Indonesia Indonesia U.S. Department of the Interior U.S. Geological Survey Circular 1251 SNAKEHEADS (Pisces, Channidae)— A Biological Synopsis and Risk Assessment By Walter R. Courtenay, Jr., and James D. Williams U.S. Geological Survey Circular 1251 U.S. DEPARTMENT OF THE INTERIOR GALE A. NORTON, Secretary U.S. GEOLOGICAL SURVEY CHARLES G. GROAT, Director Use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Geological Survey. Copyrighted material reprinted with permission. 2004 For additional information write to: Walter R. Courtenay, Jr. Florida Integrated Science Center U.S. Geological Survey 7920 N.W. 71st Street Gainesville, Florida 32653 For additional copies please contact: U.S. Geological Survey Branch of Information Services Box 25286 Denver, Colorado 80225-0286 Telephone: 1-888-ASK-USGS World Wide Web: http://www.usgs.gov Library of Congress Cataloging-in-Publication Data Walter R. Courtenay, Jr., and James D. Williams Snakeheads (Pisces, Channidae)—A Biological Synopsis and Risk Assessment / by Walter R. Courtenay, Jr., and James D. Williams p. cm. — (U.S. Geological Survey circular ; 1251) Includes bibliographical references. ISBN.0-607-93720 (alk. paper) 1. Snakeheads — Pisces, Channidae— Invasive Species 2. Biological Synopsis and Risk Assessment. Title. II. Series. QL653.N8D64 2004 597.8’09768’89—dc22 CONTENTS Abstract . 1 Introduction . 2 Literature Review and Background Information . 4 Taxonomy and Synonymy . -
The Snakehead War: Administrative Rule-Making and Legislative Strategies to Minimize Destruction by the Northern Snakehead
William & Mary Environmental Law and Policy Review Volume 40 (2015-2016) Issue 3 Article 10 May 2016 The Snakehead War: Administrative Rule-Making and Legislative Strategies to Minimize Destruction by the Northern Snakehead Joshua Rice Follow this and additional works at: https://scholarship.law.wm.edu/wmelpr Part of the Environmental Law Commons, and the Water Resource Management Commons Repository Citation Joshua Rice, The Snakehead War: Administrative Rule-Making and Legislative Strategies to Minimize Destruction by the Northern Snakehead, 40 Wm. & Mary Envtl. L. & Pol'y Rev. 965 (2016), https://scholarship.law.wm.edu/wmelpr/vol40/iss3/10 Copyright c 2016 by the authors. This article is brought to you by the William & Mary Law School Scholarship Repository. https://scholarship.law.wm.edu/wmelpr THE SNAKEHEAD WAR: ADMINISTRATIVE RULE- MAKING AND LEGISLATIVE STRATEGIES TO MINIMIZE DESTRUCTION BY THE NORTHERN SNAKEHEAD JOSHUA RICE* INTRODUCTION: THE HORROR STORY IN OUR MIDST A. The Snakehead: A Narrative It’s a sunny day. The weather is perfect, the water is warm, the wind is blowing, and picnic supplies are on sale. All along the Eastern Coast of the United States, people flock to their nearest pond for a day of relaxation and frolicking in perfect conditions. However, unknown to most of the adventurers, conditions are far from perfect. Just below the water, a menace preys. Large, hostile, and nearly reptilian, the monster lurks, eating native species, and gnawing on the heels of visitors. Some- where, in the deep end of any given pond, somebody shrieks and swims for the shore, positive a monster targeted them. -
Title of Paper
Raw earth construction: is there a role for unsaturated soil mechanics ? D. Gallipoli, A.W. Bruno & C. Perlot Université de Pau et des Pays de l'Adour, Laboratoire SIAME, Anglet, France N. Salmon Nobatek, Anglet, France ABSTRACT: “Raw earth” (“terre crue” in French) is an ancient building material consisting of a mixture of moist clay and sand which is compacted to a more or less high density depending on the chosen building tech- nique. A raw earth structure could in fact be described as a “soil fill in the shape of a building”. Despite the very nature of this material, which makes it particularly suitable to a geotechnical analysis, raw earth construc- tion has so far been the almost exclusive domain of structural engineers and still remains a niche market in current building practice. A multitude of manufacturing techniques have already been developed over the cen- turies but, recently, this construction method has attracted fresh interest due to its eco-friendly characteristics and the potential savings of embodied, operational and end-of-life energy that it can offer during the life cycle of a structure. This paper starts by introducing the advantages of raw earth over other conventional building materials followed by a description of modern earthen construction techniques. The largest part of the manu- script is devoted to the presentation of recent studies about the hydro-mechanical properties of earthen materi- als and their dependency on suction, water content, particle size distribution and relative humidity. A raw earth structure therefore consists of com- pacted moist soil and may be described in geotech- 1 DEFINITION OF EARTHEN nical terms as a “soil fill in the shape of a building”. -
Mississippi River and Tributaries Project Authorized by the Flood Control Act of 1928 and Amended by FCA ‘65
Mississippi River & Tributaries Project Historic Flood of 2011 Mr. Donald R. Davenport Hydraulic Engineer/Silver Jacket Coordinator Memphis District US Army Corps of Engineers BUILDING STRONG® Flooded 26,000 sq. miles 600,000 homeless Over 250 people killed Economic Damages ~$1B MR&T Project & 2011 Flood Facts • MR&T Project Authorized After the 1927 Flood-Flood Control Act of 1928 •Designed for a Project Design Flood (PDF) – Extreme Event w/Reasonable Chance of Occurrence •2011 Flood Exceeded 1927 and/or 1937 floods but was only about 80- 85% of PDF •MR&T Project contained the 2011 Flood despite being only 89% Complete while: •No MR&T Levees failed or were overtopped •Used 3 of 4 Floodways during the 2011 Flood (not Atchafalaya in New Orleans District) •Backwater Areas’ Flooding Limited to Interior Flooding Although Came Close to Using Yazoo BW Area in the Vicksburg Distrit US Army Corps of Engineers BUILDING STRONG® Project Design Flood Rainfall 6 The image cannot be displayed. Your computer may not have enough memory to open the image, or the image may have been corrupted. Restart your computer, and then open the file again. If the red x still appears, you may have to delete the image and then insert it again. US Army Corps of Engineers BUILDING STRONG® Memphis District Boundaries MRT Project in Memphis District .1,160 miles of Levees & Floodwalls .275 miles of Berms .1,300 Relief Wells .4 Corps Pumping Stations .1,300 miles of Channels .600 miles of Navigation Channel . 2 Harbors The image cannot be displayed. Your computer may not have enough memory to open the image, or the image may have been corrupted. -
Chapter 3. the Crust and Upper Mantle
Theory of the Earth Don L. Anderson Chapter 3. The Crust and Upper Mantle Boston: Blackwell Scientific Publications, c1989 Copyright transferred to the author September 2, 1998. You are granted permission for individual, educational, research and noncommercial reproduction, distribution, display and performance of this work in any format. Recommended citation: Anderson, Don L. Theory of the Earth. Boston: Blackwell Scientific Publications, 1989. http://resolver.caltech.edu/CaltechBOOK:1989.001 A scanned image of the entire book may be found at the following persistent URL: http://resolver.caltech.edu/CaltechBook:1989.001 Abstract: T he structure of the Earth's interior is fairly well known from seismology, and knowledge of the fine structure is improving continuously. Seismology not only provides the structure, it also provides information about the composition, crystal structure or mineralogy and physical state. In subsequent chapters I will discuss how to combine seismic with other kinds of data to constrain these properties. A recent seismological model of the Earth is shown in Figure 3-1. Earth is conventionally divided into crust, mantle and core, but each of these has subdivisions that are almost as fundamental (Table 3-1). The lower mantle is the largest subdivision, and therefore it dominates any attempt to perform major- element mass balance calculations. The crust is the smallest solid subdivision, but it has an importance far in excess of its relative size because we live on it and extract our resources from it, and, as we shall see, it contains a large fraction of the terrestrial inventory of many elements. In this and the next chapter I discuss each of the major subdivisions, starting with the crust and ending with the inner core. -
Rules and Regulations Federal Register Vol
61277 Rules and Regulations Federal Register Vol. 80, No. 197 Tuesday, October 13, 2015 This section of the FEDERAL REGISTER ACTION: Final rule. on the first day of the first applicable contains regulatory documents having general pay period beginning on or after SUMMARY: applicability and legal effect, most of which The U.S. Office of Personnel December 14, 2015. are keyed to and codified in the Code of Management (OPM) is issuing a final Federal Regulations, which is published under rule to establish special wage schedules FOR FURTHER INFORMATION CONTACT: 50 titles pursuant to 44 U.S.C. 1510. specific to nonsupervisory, leader, and Madeline Gonzalez, by telephone at supervisory wage employees of the U.S. (202) 606–2858 or by email at pay-leave- The Code of Federal Regulations is sold by Army Corps of Engineers (USACE) who the Superintendent of Documents. Prices of [email protected]. work at flood control dams (also known new books are listed in the first FEDERAL SUPPLEMENTARY INFORMATION: On June 5, REGISTER issue of each week. as reservoir projects) at the Vicksburg District of the Mississippi Valley 2015, OPM issued a proposed rule (80 Division. This final rule assigns lead FR 32042) to establish special wage OFFICE OF PERSONNEL agency responsibility for establishing schedules specific to nonsupervisory, MANAGEMENT and issuing these special wage leader, and supervisory wage employees schedules to the Department of Defense of the U.S. Army Corps of Engineers 5 CFR Part 532 (DOD). The special wage schedules (USACE) who work at flood control established will have rates of pay dams (also known as reservoir projects) RIN 3206–AN17 identical to the Memphis, TN, at the Vicksburg District of the appropriated fund Federal Wage System Prevailing Rate Systems; Special Wage Mississippi Valley Division. -
STATE of TENNESSEE V. MICHAEL DALE RIMMER
IN THE COURT OF CRIMINAL APPEALS OF TENNESSEE AT JACKSON August 2006 Session STATE OF TENNESSEE v. MICHAEL DALE RIMMER Direct Appeal from the Criminal Court for Shelby County No. 98-01033-34 W. Fred Axley, Judge No. W2004-02240-CCA-R3-DD - Filed December 15, 2006 Capital Appellant Michael Dale Rimmer appeals as of right his sentence of death resulting from the 1997 murder of Ricci Ellsworth. In November 1998, Appellant Rimmer was convicted of theft of property, aggravated robbery and premeditated first degree murder. He was sentenced to death for the murder conviction. On direct appeal, a panel of this Court affirmed Appellant Rimmer’s convictions but, concluding that the sentencing verdict was “enigmatic and uncertain,” vacated the sentence of death and remanded for a new sentencing hearing. See State v. Michael D. Rimmer, No. W1999-00637-CCA-R3-DD, 2001 WL 567960, at *1 (Tenn. Crim. App., at Jackson, May 25, 2001). Accordingly, the case was remanded to the Criminal Court for Shelby County for re-sentencing. At the conclusion of the re-sentencing hearing in January 2004, the jury found the presence of one statutory aggravating circumstance, i.e., that the defendant was previously convicted of one or more felonies whose statutory elements involved the use of violence to the person, T.C.A. § 39-13-204(i)(2) (1997). The jury further determined that the aggravating circumstance outweighed the mitigating circumstances beyond a reasonable doubt and imposed a sentence of death. The trial court approved the sentencing verdict. Appellant Rimmer -
Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements
heritage Article Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements Laura Genovese 1,†, Roberta Varriale 2,†, Loredana Luvidi 3,*,† and Fabio Fratini 4,† 1 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 20125 Milan, Italy; [email protected] 2 CNR—Institute of Studies on Mediterranean Societies, 80134 Naples, Italy; [email protected] 3 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 00015 Monterotondo St., Italy 4 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 50019 Sesto Fiorentino, Italy; [email protected] * Correspondence: [email protected]; Tel.: +39-06-90672887 † These authors contributed equally to this work. Received: 28 December 2018; Accepted: 5 March 2019; Published: 8 March 2019 Abstract: Both Southern Italy and Central China feature historic rural settlements characterized by underground constructions with residential and service functions. Many of these areas are currently tackling economic, social and environmental problems, resulting in unemployment, disengagement, depopulation, marginalization or loss of cultural and biological diversity. Both in Europe and in China, policies for rural development address three core areas of intervention: agricultural competitiveness, environmental protection and the promotion of rural amenities through strengthening and diversifying the economic base of rural communities. The challenge is to create innovative pathways for regeneration based on raising awareness to inspire local rural communities to develop alternative actions to reduce poverty while preserving the unique aspects of their local environment and culture. In this view, cultural heritage can be a catalyst for the sustainable growth of the rural community. -
Earth's Structure and Processes 8-3 the Student Will Demonstrate An
Earth’s Structure and Processes 8-3 The student will demonstrate an understanding of materials that determine the structure of Earth and the processes that have altered this structure. (Earth Science) 8-3.1 Summarize the three layers of Earth – crust, mantle, and core – on the basis of relative position, density, and composition. Taxonomy level: 2.4-B Understand Conceptual Knowledge Previous/future knowledge: Students in 3rd grade (3-3.5, 3-3.6) focused on Earth’s surface features, water, and land. In 5th grade (5-3.2), students illustrated Earth’s ocean floor. The physical property of density was introduced in 7th grade (7-5.9). Students have not been introduced to areas of Earth below the surface. Further study into Earth’s internal structure based on internal heat and gravitational energy is part of the content of high school Earth Science (ES-3.2). It is essential for students to know that Earth has layers that have specific conditions and composition. Layer Relative Position Density Composition Crust Outermost layer; thinnest Least dense layer overall; Solid rock – mostly under the ocean, thickest Oceanic crust (basalt) is silicon and oxygen under continents; crust & more dense than Oceanic crust - basalt; top of mantle called the continental crust (granite) Continental crust - granite lithosphere Mantle Middle layer, thickest Density increases with Hot softened rock; layer; top portion called depth because of contains iron and the asthenosphere increasing pressure magnesium Core Inner layer; consists of Heaviest material; most Mostly iron and nickel; two parts – outer core and dense layer outer core – slow flowing inner core liquid, inner core - solid It is not essential for students to know specific depths or temperatures of the layers. -
Recreation.Gov Lafayette County Sheriff Dept
At Enid Lake you will find some of the most modern exceptional fishing opportunities for other species as camping facilities in the region. Our campgrounds well including: bass, bluegill and catfish. Enid’s staff 101 are extremely popular among camping enthusiasts. partners with local volunteers annually to enhance The U.S. Army Corps of Engineers at Enid Lake fish habitat through placement of approximately maintains and operates 5 Class A campgrounds 1,500 cedar tree tops and 2,000 wooden stakes to 97 98 which include: Wallace Creek, Persimmon Hill, construct 500 fish shelters in the lake bed. Located at 75 79 99 Chickasaw Hill, Ford’s Well and Water Valley the Outlet Channel Recreation Area is a large fishing 100 78 96 Road Enid Dam 73 74 94 95 637 Landing. pier with facilities and access specifically designed for 76 77 80 85 43 81 87 use by the physically challenged. 46 82 1 83 89 44 84 86 93 Enid Lake not only provides premier camping 4 45 88 2 90 3 47 opportunities, but offers many other recreational Enid also has 13 boat ramps located around the lake 6 48 92 8 5 59 91 opportunities including hiking, boating, swimming, to provide boating access for a variety of boating 49 57 68 7 58 60 69 71 picnicking, fishing, hunting, boating, horseback needs. The largest and most utilized of these boat 9 50 61 6270 riding and wildlife viewing. Enid Lake has been ramps is McCurdy Point which offers a floating boat 10 51 52 63 72 11 66 64 recognized as one of America’s Top 10 Fishing dock and rubber landing which eases loading and CR38 56 165 55 67 65 Spots, and Enid’s Persimmon Hill Campground has unloading of equipment and to accommodate larger CR39 53 54 Wallace Creek been selected as one of America’s Top 100 Family vessels.