Erosion Prevention and Sediment Control Manual
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Item Unit of Specification Description Number
ITEM UNIT OF SPECIFICATION DESCRIPTION NUMBER MEASURE YEAR REFERENCE ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.00 CAL DAY 08 SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.04 DAY 08 ENDANGERED SPECIES DAILY SURVEYOR ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.06 BARR DAY 08 VERTICAL PANELS ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.08 BARR DAY 08 422.00 BARRICADE, TYPE II ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.10 BARR DAY 08 422.00 BARRICADE, TYPE III ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.20 EACH 08 BARRICADE, TYPE III ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.30 LIGHT DAY 08 422.00 TYPE B HIGH INTENSITY WARNING LIGHT ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.45 BARR DAY 08 REFLECTORIZED PLASTIC DRUM ------- -
Hagerman National Wildlife Refuge Comprehensive Conservation Plan
U.S. Fish & Wildlife Service Hagerman National Wildlife Refuge Comprehensive Conservation Plan April2006 United States Department of the Interior FISH AND Wll...DLIFE SERVICE P.O. Box 1306 Albuquerque, New Mexico 87103 In Reply Refer To: R2/NWRS-PLN JUN 0 5 2006 Dear Reader: The U.S. Fish and Wildlife Service (Service) is proud to present to you the enclosed Comprehensive Conservation Plan (CCP) for the Hagerman National Wildlife Refuge (Refuge). This CCP and its supporting documents outline a vision for the future of the Refuge and specifies how this unique area can be maintained to conserve indigenous wildlife and their habitats for the enjoyment of the public for generations to come. Active community participation is vitally important to manage the Refuge successfully. By reviewing this CCP and visiting the Refuge, you will have opportunities to learn more about its purpose and prospects. We invite you to become involved in its future. The Service would like to thank all the people who participated in the planning and public involvement process. Comments you submitted helped us prepare a better CCP for the future of this unique place. Sincerely, Tom Baca Chief, Division of Planning Hagerman National Wildlife Refuge Comprehensive Conservation Plan Sherman, Texas Prepared by: United States Fish and Wildlife Service Division of Planning Region 2 500 Gold SW Albuquerque, New Mexico 87103 Comprehensive conservation plans provide long-term guidance for management decisions and set forth goals, objectives, and strategies needed to accomplish refuge purposes and identify the Service’s best estimate of future needs. These plans detail program planning levels that are sometimes substantially above current budget allocations and, as such, are primarily for Service strategic planning and program prioritization purposes. -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
Lessons from Iraq and Afghanistan: Is It Time for the United States to Sign the Ottawa Treaty and End the Use of Landmines?
RIZER FORMATTED POST PROOF EDIT.DOC 2/1/2013 1:19 PM LESSONS FROM IRAQ AND AFGHANISTAN: IS IT TIME FOR THE UNITED STATES TO SIGN THE OTTAWA TREATY AND END THE USE OF LANDMINES? ARTHUR RIZER* TABLE OF CONTENTS I. INTRODUCTION ............................................................................... 36 II. HISTORY ......................................................................................... 37 A. History of Landmines Warfare ........................................... 37 1. The First Silent Killers .................................................. 37 2. The Revolution of Landmines ...................................... 40 3. With Sticks and Duct Tape: IEDs ................................. 42 B. History of the Law .............................................................. 43 1. Convention on Certain Conventional Weapons ............ 43 2. Ottawa Treaty ............................................................... 46 3. The United States’ Role in Landmine Law .................. 49 C. Reconciling the Law and the Weapons ............................... 53 III. A NEW DIRECTION: SECURITY PRAGMATISM ................................ 54 A. Morality is Not Relative ..................................................... 55 B. Military Effectiveness ......................................................... 63 C. Power in Numbers ............................................................... 66 IV. THE OTHER SIDE: COUNTERARGUMENTS ...................................... 68 * Arthur Rizer is a prosecutor with the United States -
Fish Terminologies
FISH TERMINOLOGIES Monument Type Thesaurus Report Format: Hierarchical listing - class Notes: Classification of monument type records by function. -
Storms and Coastal Defences at Chiswell This Booklet Provides Information About
storms and coastal defences at chiswell this booklet provides information about: • How Chesil Beach and the Fleet Lagoon formed and how it has What is this changed over the last 100 years • Why coastal defences were built at Chiswell and how they work • The causes and impacts of the worst storms in a generation booklet that occurred over the winter 2013 / 14 • What will happen in the future Chesil Beach has considerable scientific about? significance and has been widely studied. The sheer size of the beach and the varying size and shape of the beach material are just some of the reasons why this beach is of worldwide interest and importance. Chesil Beach is an 18 mile long shingle bank that stretches north-west from Portland to West Bay. It is mostly made up of chert and flint pebbles that vary in size along the beach with the larger, smoother pebbles towards the Portland end. The range of shapes and sizes is thought to be a result of the natural sorting process of the sea. The southern part of the beach towards Portland shelves steeply into the sea and continues below sea level, only levelling off at 18m depth. It is slightly shallower at the western end where it levels off at a depth of 11m. This is mirrored above sea level where typically the shingle ridge is 13m high at Portland and 4m high at West Bay. For 8 miles Chesil Beach is separated from the land by the Fleet lagoon - a shallow stretch of water up to 5m deep. -
O B D S Orien Broch Distri Stake Ntatio Hure Ct Ehold on for Ders
Government of Nepal Orientation Brochure for District Stakeholders Rural Access Programme (RAP) Phase 3 April 2016 ` 1. INTRODUCTION The purpose of this brochure is to provide an overview of the Rural Access Programme Phase 3 (RAP3). It describes the objective, core principles, programme areas, progrramme components and implementation arrangements. The target audience of the brochure are the stakeholders who are related with RAP3 implementation in general and the DDC and DTO officials in particular. 2. BACKGROUND AND OBJECTIVE OF RAP3 RAP has been implemented continuously since 2001 and is a bi-lateral progrramme between the Government of Nepal (GoN) and the Department for International Development (DFID) of the UK Government. The programme is being implemented with the grant assistance provided by UK Aid. The implementation of the current phase of RAP3 started in 2013 and will laast until March 2017. An extension of the programme to 2019 is planned. The current phase of the Rural Access Programme (RAP3) builds on the processes of previous phases but with significant changes, including: • Support focussed on the poorest districts in western Nepal • Emphasis on sustainable asset management and community resilience • Working closely to support central and district government organnisations and build capacity • A range of implementation modalities depending on intervention characteristics and management performances of the ddistrict. The objective of RAP3 is to increase the economic opportunities available to the poorest and most vulnerable people in the remotest districts of Nepal. It does so by providing employment for the poor to maintain and upgrade existiing roads, construct new rural roads and economic infrastructure where these are lacking. -
Construction Guide V2 LR.Pdf
1 Introduction – protect and survive 2 Basic construction guidelines 3 Design of Concertainer structures 4 Fill selection and characteristics 5 Preconfigured structures 6 Improvised structures 7 Maintenance and repair 8 Product technical information 9 Trial information 10 Packing and shipping 11 Conversion tables 12 Contacts 1 Introduction – protect and survive Introduction – protect and survive 1.01 HESCO® Concertainer® has Delivered flat-packed on standard been a key component in timber skids or pallets, units providing Force Protection since can be joined and extended the 1991 Gulf War. using the provided joining pins and filled using minimal Concertainer units are used manpower and commonly extensively in the protection of available equipment. personnel, vehicles, equipment and facilities in military, Concertainer units can be peacekeeping, humanitarian installed in various configurations and civilian operations. to provide effective and economical structures, tailored They are used by all major to the specific threat and level military organisations around of protection required. Protective the world, including the UK structures will normally be MOD and the US Military. designed to protect against ballistic penetration of direct fire It is a prefabricated, multi- projectiles, shaped charge cellular system, made of warheads and fragmentation. Alu-Zinc coated steel welded HESCO Guide Construction for Engineers mesh and lined with non-woven polypropylene geotextile. Introduction – protect and survive 1.02 Protection is afforded by the fill In constructing protective material of the structure as a structures, consideration must consequence of its mass and be given to normal structural physical properties, allied with design parameters. the proven dynamic properties of Concertainer units. The information included in this guide is given in good faith, Users must be aware that the however local conditions may protection afforded may vary affect the performance of HESCO Guide Construction for Engineers with different fill materials, and structures. -
1. History, Summary and Conclusions of a Study of Manual Mine Clearance
A STUDY OF MANUAL MINE CLEARANCE 1. History, Summary and Conclusions of a Study of Manual Mine Clearance Geneva International Centre for Humanitarian Demining 7bis, avenue de la Paix P.O. Box 1300 CH - 1211 Geneva 1 Switzerland Tel. (41 22) 906 16 60, Fax (41 22) 906 16 90 www.gichd.ch i A STUDY OF MANUAL MINE CLEARANCE 1. History, Summary and Conclusions of a Study of Manual Mine Clearance ii 1. History, Summary and Conclusions of a Study of Manual Mine Clearance The Geneva International Centre for Humanitarian Demining (GICHD) supports the efforts of the international community in reducing the impact of mines and unexploded ordnance (UXO). The Centre provides operational assistance, is active in research and supports the implementation of the Anti-Personnel Mine Ban Convention. For more information, please contact: the Geneva International Centre for Humanitarian Demining 7bis, avenue de la Paix P.O. Box 1300 CH-1211 Geneva 1 Switzerland Tel. (41 22) 906 16 60 Fax (41 22) 906 16 90 www.gichd.ch [email protected] A Study of Manual Mine Clearance — 1. History, Summary and Conclusions of a Study of Manual Mine Clearance, GICHD, Geneva, August 2005. This project was managed by Tim Lardner, Operational Section ([email protected]). ISBN 2-88487-036-9 © Geneva International Centre for Humanitarian Demining The views expressed in this publication are those of the Geneva International Centre for Humanitarian Demining. The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the Geneva International Centre for Humanitarian Demining concerning the legal status of any country, territory or area, or of its authorities or armed groups, or concerning the delimitation of its frontiers or boundaries. -
Coordinated Resource Management Plan
APPLETON-WHITTELL RESEARCH RANCH COORDINATED RESOURCE MANAGEMENT PLAN The Research Ranch was established in 1968 by the Appleton family as an ecological field station to provide a large scale exclosure by which various land uses and actions in the Southwest could be evaluated. This role, as a control or reference area, creates challenges to land management actions. Each proposed action must be judged not only on the conservation outcome but also on the potential to have adverse impact on the research values for which the field station was established. Effective management for both conservation and research is only possible if all partners are informed and involved. The Research Ranch, approximately 8,000 acres, is a complicated partnership among land owners and federal land administrative agencies: Coronado National Forest (CNF), Bureau of Land Management (BLM), Resolution Copper Mining Co. (RCM), The Research Ranch Foundation (TRRF), The Nature Conservancy (TNC), and National Audubon Society (NAS or Audubon). NAS manages the facility via contractual agreements with each entity. The Research Ranch is a Center/Sanctuary of NAS, administered through the Audubon Arizona state office in Phoenix. Audubon’s strategic plan is to achieve conservation results on a broad scale by leveraging the NAS network and engaging diverse people; the Research Ranch is evaluated by NAS for its support of the following conservation concerns: Climate Change, Water, Working Lands and Bird Friendly Communities. This Coordinated Resource Management Plan (CRMP) constitutes all ownership along with the Natural Resources Conservation Service (NRCS), Arizona Game & Fish Department (AZGF) and US Fish & Wildlife Service (USFWS). Planned practices to meet goals listed in this CRMP may not necessarily be implemented on all parcels. -
Experimental Study of Structural Behavior of Mesh-Box Gabion
University of Palestine College of Applied Engineering and Urban Planning Department of Civil Engineering Experimental study of structural behavior of mesh-box Gabion By: Mohamad Z. Al Helo 120110139 Mohammed S. Al-Massri 120111288 Hesham H. Abu-Assi 120111251 Mohammed J. Hammouda 120110163 Islam T. Joma 120090301 Supervisor: Dr. Osama Dawood Graduation project is submitted to the Civil Engineering Department in partial Fulfillment of the requirements for the degree of B.Sc. in Civil Engineering. Gaza, Palestine Oct. 2016 I DEDICATION We would like to dedicate this work to our families specially our Parents who loved and raised us, which we hope that they are Proud of us, for their sacrifice and endless support. We would like to dedicate it to our Martyrs, detainees and Wounded people who sacrificed for our freedom. II ACKNOWLEDGMENT We would like to express our appreciation to our supervisor Dr. Osama Dawood for his valuable advices, continuous Encouragement, professional support and guidance. Hoping our research get the satisfaction of Allah and you as well. III ABSTRACT The research described by the current dissertation was focused on studying the mechanical behavior of the wired-mesh gabions under axial compression load. And it is important to mention that there is no specific standard for using gabions as structural elements It is a unique study because using this type of construction usually does not take into consideration the study of the structural behavior of these boxes, and here many of the problems facing the construction of this kind appears. This research studied the behavior of these boxes through laboratory experiments. -
Gabions Being Used As a Headwall
Gabions being used as a headwall. Gabions - Their Applications on the Golf Course by JOHN DREW Superintendent, Winters Run Golf Club, Maryland ROSION IS a basic part of We who are within the influence of 100 years. Unfortunately, Winters Run nature, and indications are that streams and rivers tend to become con- does not understand such definitions Ethe forces that tear down and cerned when the rain starts coming and will pro bably flood a few more build up are not tired yet. One of these down hard. times in our lives. forces that we in the golf course business Our golf course, like so many others, Many ideas have been proposed to have to deal with is that of water and contains some land that is not suitable prevent creek bank erosion. Vegetation, resultant erosion. Creek, pond, stream, for housing or farming. Forty-eight of logs, rip-rap, railroad ties, concrete, or wave erosion affect almost all of us 180 acres are in a flood plain. Winters and steel sheet piling have been used at some time. Run, a major stream, meanders through with varying degrees of success and / or Erosion caused by running water can the course, giving it character, beauty, failure. In our case, we decided that be extremely devastating. These pro b- floods, erosion, and silt. The last named rip-rap would protect our eroding creek lems become magnified in areas of items caused us to look for protection banks most effectively and at minimal increasing population. Water runoff from water damage early in the clu b's cost.