Coal Ash: the Toxic Threat to Our Health and Environment 3
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Title of the Project: Monitoring of Migratory Birds at Selected Water Bodies of Murshidabad District
REPORT ON THE PROJECT 2020 Title of the project: Monitoring of Migratory Birds at selected water bodies of Murshidabad district Submitted by Santi Ranjan Dey Department of Zoology, Rammohan College, 102/1, Raja Rammohan Sarani, Kolkata 09 2020 REPORT ON THE PROJECT Title of the project: Monitoring of Migratory Birds at selected water bodies of Murshidabad District: Introduction: The avian world has always been a fascination to the human world and has been a subject of our studies. Mythological documents hold a number of examples of birds being worshiped as goods with magical powers by the ancient civilizations. Even today winged wonders continue to be the subject of our astonishment primarily because of their ability to fly, their ability to build extraordinarily intricate nests, and of course, the brilliant colour of their plumage – features that no human being can replicate. Taxonomically birds are categorized in “Orders” “Families” and “Genera” and “species”. But overall they are divided into two groups: Passeriformes (or Passerines) and Non Passeriformes (non passerines). At least 60% of all bird species are Passeriformes or song birds, their distinguishing characteristics being their specialized leg structure, vocal structure and brain-wiring which allows them to produce complex songs. The non- passerine comprises 28 out of 29 orders of birds in the world. Throughout the world approximately 11,000 species are found. India is having 1301 species. West Bengal has 57.69% of the total avian fauna (750 species). Though there are many nomenclatures used by different people, we followed “Standardized common and scientific names of birds of Indian subcontinent by Manakadan and Pittie (2001).” Identification of bird is generally based on combination of various characteristics. -
Policy Issue Information
POLICY ISSUE INFORMATION September 15, 2003 SECY-03-0161 FOR: The Commissioners FROM: William D. Travers Executive Director for Operations SUBJECT: 2003 ANNUAL UPDATE - STATUS OF DECOMMISSIONING PROGRAM PURPOSE: To provide the Commission with an annual comprehensive overview of decommissioning activities, including the decommissioning of Site Decommissioning Management Plan (SDMP) sites and other complex decommissioning sites, commercial reactors, research and test reactors, uranium mill tailings facilities, and fuel cycle facilities. This report provides a status update on the decommissioning activities presented in last year’s report (SECY-02-0169), as well as current key decommissioning program issues. SUMMARY: Consistent with Commission direction, this paper provides a combined overview of all decommissioning activities within the Office of Nuclear Material Safety and Safeguards (NMSS); Office of Nuclear Regulatory Research (RES); and the Office of Nuclear Reactor Regulation (NRR). Using SECY-02-0169 as a baseline, progress made in each of the program areas, through at least August 1, 2003, is described in this paper. CONTACT: John T. Buckley, NMSS/DWM (301) 415-6607 The Commissioners -2- BACKGROUND: In a Staff Requirements Memorandum (SRM) dated June 23, 1999, the Commission directed the staff to provide a single coordinated annual report on all decommissioning activities, instead of annual reports from separate offices. In addition, an SRM dated August 26, 1999, requested that the staff provide: (1) the status of the remaining active SDMP sites, including plans and schedules for each site; and (2) a summary report on all sites currently in the SDMP. In response to these SRMs, the staff provided comprehensive overviews of decommissioning activities in annual reports, SECY-00-0094 and SECY-01-0156, dated April 20, 2000, and August 17, 2001, respectively. -
Remediation and Waste Management at the Sillamae Site, Estonia Cheryl K. Rofer, E-ET Tonis Ka
Approved for public release; distribution is unlimited. Title: Turning a Problem into a Resource: Remediation and Waste Management at the Sillamae Site, Estonia Author(s) Cheryl K. Rofer, E-ET Tonis Kaasik, OkoSil Ltd., Tallinn, Estonia Submitted to Conference Proceedings From a NATO Advanced Research Womhop, ,-e in Tallinn, Estonia, October 5 - 9, 1998 To be submitted to Kluwer Publishers, Belgium .- - _I CONTENTS Introduction and Recommendations Cheryl K. Rofer and Tirnis Kaasik ......................................................................... .V INTRODUCTORY MATERLAC: THE'SITUA'ITON AT SILLAM& Industrial Complex in Northeast Estonia: Technical, Economic and Environmental Aspects Mihkel Veiderma,.................................................................................................. .2 Uranium processing at SilWe and Decommissioning of the Tailings E. Lippmaa and E. Maremde .................................................................................. 5 Sillawe-A Common Baltic Concern Jan OlofSnihs...................................................................................................... .5 Master Plan for Remediation of the Sillami4e Tailings Pond and Technical Design Project T&is Kaasik ........................................................................................................ .21 Site Monitoring VladimirNosov ..................................................................................................... 27 Stability of the Dam at the SiUamiie Tailings Pond M. Mets and H. Torn,........................................................................................ -
Baseline Assessment Study on Wastewater Management Belize
Caribbean Regional Fund for Wastewater Management Baseline Assessment Study on Wastewater Management Belize December 2013 Revised January 2015 Baseline Assessment Study for the GEF CReW Project: Belize December 2013 Prepared by Dr. Homero Silva Revised January 2015 CONTENTS List of Acronyms....................................................................................................................................................iii 1. Introduction ........................................................................................................................................................ 1 2. The National Context ....................................................................................................................................... 3 Description of the Country .................................................................................................................. 4 Geographic Characteristics ................................................................................................................. 6 Economy by Sectors ............................................................................................................................ 9 The Environment .............................................................................................................................. 13 Land Use, Land Use Changes and Forestry (LULUCF) ....................................................................... 20 Disasters .......................................................................................................................................... -
Coal Characteristics
CCTR Indiana Center for Coal Technology Research COAL CHARACTERISTICS CCTR Basic Facts File # 8 Brian H. Bowen, Marty W. Irwin The Energy Center at Discovery Park Purdue University CCTR, Potter Center, 500 Central Drive West Lafayette, IN 47907-2022 http://www.purdue.edu/dp/energy/CCTR/ Email: [email protected] October 2008 1 Indiana Center for Coal Technology Research CCTR COAL FORMATION As geological processes apply pressure to peat over time, it is transformed successively into different types of coal Source: Kentucky Geological Survey http://images.google.com/imgres?imgurl=http://www.uky.edu/KGS/coal/images/peatcoal.gif&imgrefurl=http://www.uky.edu/KGS/coal/coalform.htm&h=354&w=579&sz= 20&hl=en&start=5&um=1&tbnid=NavOy9_5HD07pM:&tbnh=82&tbnw=134&prev=/images%3Fq%3Dcoal%2Bphotos%26svnum%3D10%26um%3D1%26hl%3Den%26sa%3DX 2 Indiana Center for Coal Technology Research CCTR COAL ANALYSIS Elemental analysis of coal gives empirical formulas such as: C137H97O9NS for Bituminous Coal C240H90O4NS for high-grade Anthracite Coal is divided into 4 ranks: (1) Anthracite (2) Bituminous (3) Sub-bituminous (4) Lignite Source: http://cc.msnscache.com/cache.aspx?q=4929705428518&lang=en-US&mkt=en-US&FORM=CVRE8 3 Indiana Center for Coal Technology Research CCTR BITUMINOUS COAL Bituminous Coal: Great pressure results in the creation of bituminous, or “soft” coal. This is the type most commonly used for electric power generation in the U.S. It has a higher heating value than either lignite or sub-bituminous, but less than that of anthracite. Bituminous coal -
INL Research Library Digital Repository
INL/EXT-17-40907 2016 Annual Reuse Report for the Idaho National Laboratory Site’s Advanced Test Reactor Complex Cold Waste Ponds February 2017 The INL is a U.S. Department of Energy National Laboratory Idaho National operated by Battelle Energy Alliance Laboratory INL/EXT-17-40907 2016 Annual Reuse Report for the Idaho National Laboratory Site’s Advanced Test Reactor Complex Cold Waste Ponds February 2017 Idaho National Laboratory Idaho Falls, Idaho 83415 http://www.inl.gov Prepared for the U.S. Department of Energy Office of Nuclear Energy, Science, and Technology Under DOE Idaho Operations Office Contract DE-AC07-05ID14517 ABSTRACT This report describes conditions and information, as required by the state of Idaho, Department of Environmental Quality Reuse Permit I-161-02, for the Advanced Test Reactor Complex Cold Waste Ponds located at Idaho National Laboratory from November 1, 2015–October 31, 2016. The effective date of Reuse Permit I-161-02 is November 20, 2014 with an expiration date of November 19, 2019. This report contains the following information: • Facility and system description • Permit required effluent monitoring data and loading rates • Permit required groundwater monitoring data • Status of compliance activities • Issues • Discussion of the facility’s environmental impacts. During the 2016 permit year, 180.99 million gallons of wastewater were discharged to the Cold Waste Ponds. This is well below the maximum annual permit limit of 375 million gallons. As shown by the groundwater sampling data, sulfate and total dissolved solids concentrations are highest in well USGS-065, which is the closest downgradient well to the Cold Waste Ponds. -
Inspection Report Checklist
SIKESTON POWER STATI ON Date October 6, 2015 Bottom Ash Pond Inspector Jeffrey Fouse, P.E. Annual Inspection Check Sheet Pool Level Estimated el. 315.9 Temperature 60ºs Weather Partly cloudy, dry Date of Previous Annual Inspection: Not Applicable (First Annual Inspection under §257.83(b).) Date of Previous Periodic Inspection: Not Applicable. Description of Emergency (EC) or Immediate Maintenance (IM) conditions observed since the last annual inspection: None Describe any action taken to restore or improve safety and integrity of impounding structure: None Describe any modifications to the geometry of the impounding structure since the previous annual inspection: None Describe any modifications to the operation of the impounding structure since the previous annual inspection: None (Scrubber sludge has not been placed in the Pond since 1998. The Water Recirculation Structure (NE corner) is no longer operational.) The emergency outfall is not operational. Impounded fly ash is blocking the outlet of the emergency outfall. List the approximate remaining storage capacity (Cubic Yards) of the impounding structure: Estimated available storage is 342,000 CY below el. 320 (allowing 2 feet of freeboard) List the approximate maximum, minimum and present depth and elevation of the impounded water since the previous annual inspection: Estimated from inspection reports since Oct. 2015: Max. Elev. 319.0 (Depth 17.0’); Min. Elev. 315.9 (Depth 13.9’); Avg. Elev. 318.5 (Depth 16.5’) List the approximate maximum, minimum and present depth and elevation of the impounded CCR since the previous annual inspection: CCR occupies approximately 41 acres at an approx. Max. Elev. 325.0 (Depth 23.0’). -
Helpful Study Guide (PDF)
WASTEWATER STABILIZATION POND (WWSP) STUDY GUIDE ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF WATER OPERATOR TRAINING AND CERTIFICATION PROGRAM http://dec.alaska.gov/water/opcert/index.htm Phone: (907) 465-1139 Email: [email protected] January 2011 Edition Introduction This study guide is made available to examinees to prepare for the Wastewater Stabilization Pond (WWSP) certification exam. This study guide covers only topics concerning non-aerated WWSPs. The WWSP certification exam is comprised of 50 multiple choice questions in various topics. These topics will be addressed in this study guide. The procedure to apply for the WWSP certification exam is available on our website at: http://www.dec.state.ak.us/water/opcert/LargeSystem_Operator.htm. It is highly recommended that an examinee complete one of the following courses to prepare for the WWSP certification exam. 1. Montana Water Center Operator Basics 2005 Training Series, Wastewater Lagoon module; 2. ATTAC Lagoons online course; or 3. CSUS Operation of Wastewater Treatment Plants, Volume I, Wastewater Stabilization Pond chapter. If you have any questions, please contact the Operator Training and Certification Program staff at (907) 465-1139 or [email protected]. Definitions 1. Aerobic: A condition in which “free” or dissolved oxygen is present in an aquatic environment. 2. Algae: Simple microscopic plants that contain chlorophyll and require sunlight; they live suspended or floating in water, or attached to a surface such as a rock. 3. Anaerobic: A condition in which “free” or dissolved oxygen is not present in an aquatic environment. 4. Bacteria: Microscopic organisms consisting of a single living cell. -
(CCR) Pond Capping
GEOSYNTHETICS High-Performance Geosynthetics PLAN VIEW for Ash (CCR) Pond Capping TenCate, the world’s leading provider of geosynthetics and industrial fabrics, offers TENCATE PANEL SEAMS new, quick and safe ways to treat waste FILL materials produced by industrial facilities. High-performance geosynthetics are used to stabilize soft/wet ash ponds, allowing the placement of the top cover system Fill soil is placed over the sludge/ash pond. and compacted fill. TENCATE HIGH-PERFORMANCE GEOTEXTILE PANEL Pond capping with TenCate’s geotextiles has become a viable alternative due to HIGH TENSION IN PORE WATER PRESSURE SLUDGE SLUDGE many advantages: SEAMS DEVELOPS POND LIMIT • Engineered seams allow for efficient installation of large geotextile panels with When fill is placed over the geotextile panel, the sludge/ash will increase in extremely high seam strengths to create shear strength as pore water pressures dissipate through the panels. a stable capping system. • Quickly and safely facilitates the complete closure of storage basins and ponds. • Allows water to pass through to relieve pore pressure. • Contains the fine-grained sludge material below, and separates sludge from clean fill above. Without high-performance geotextiles, High seam strengths are critical to the field performance of the panels to pond capping would be extremely difficult prevent rupture during fill placement over the low-bearing capacity sludge/ash. or impossible to perform. With expert Geotextile advantages engineering knowledge, the right tools and include excellent separation, experience, TenCate has successfully higher tensile strength and large seaming panels for designed numerous pond capping and quicker installation. closure projects all over the world. -
Plant Branch Electricity While Minimizing the Company’S Environmental Impact
Environment – A Balanced Approach At Georgia Power, we strive to provide our customers with reliable and affordable Plant Branch electricity while minimizing the company’s environmental impact. To meet the needs of 2.5 million customers, Georgia Power has created a diverse energy portfolio Ash pond closure and dewatering that delivers sustainable power. Georgia Power is permanently closing its 29 ash ponds at At Georgia Power, compliance with federal and state environmental requirements 11 coal-fired power plants across the state and has committed is only the beginning of our environmental commitment. In addition to compliance, we emphasize conservation and recycling, and help our customers make efficient that all ash ponds will stop receiving coal ash within three years. use of energy. We challenge ourselves every day to preserve the environment and strengthen the communities in which we live, work and serve. Additionally, the company is completely removing the ash from 19 ponds located adjacent to lakes or rivers where advanced Cornerstones of Our Commitment engineering methods designed to enhance the protection of Three principles serve as the cornerstones of our environmental commitment: groundwater around the closed pond may not be feasible. The Solutions ash from these ponds will either be relocated to a permitted Our environmental record is a top priority and we are taking steps in the communities we serve to improve the environment, including investing more than $5 billion landfill, consolidated with other closing ash ponds or recycled for in environmental controls at our power plants in Georgia. beneficial use. More than 60 percent of the coal ash Georgia Power Balance We strive to maintain a balance that furthers environmental stewardship while produces today is recycled for various uses such as Portland providing for growing energy needs and the economy. -
Annual Groundwater Monitoring and Corrective Action Report Ash Pond Ab
www.haleyaldrich.com REPORT ON ANNUAL GROUNDWATER MONITORING AND CORRECTIVE ACTION REPORT ASH POND A.B. BROWN GENERATING STATION POSEY COUNTY, INDIANA by Haley & Aldrich, Inc. Greenville, South Carolina for Southern Indiana Gas and Electric Company Evansville, Indiana File No. 129420 January 2019 Table of Contents Page List of Tables i List of Figures i 1. 40 CFR § 257.90 Applicability 1 1.1 40 CFR § 257.90(a) 1 1.2 40 CFR § 257.90(e) - SUMMARY 1 1.2.1 Status of the Groundwater Monitoring Program 1 1.2.2 Key Actions Completed 1 1.2.3 Problems Encountered 2 1.2.4 Actions to Resolve Problems 2 1.2.5 Project Key Activities for Upcoming Year 2 1.3 40 CFR § 257.90(e) - INFORMATION 2 1.3.1 40 CFR § 257.90(e)(1) 2 1.3.2 40 CFR § 257.90(e)(2) 3 1.3.3 40 CFR § 257.90(e)(3) 3 1.3.4 40 CFR § 257.90(e)(4) 3 1.3.5 40 CFR § 257.90(e)(5) 3 Tables Figures Appendix A – Alternate Source Demonstration List of Tables Table No. Title I Groundwater Monitoring Well Location and Construction Details II Summary of Groundwater Quality Data List of Figures Figure No. Title 1 Ash Pond Monitoring Well Location Map i 1. 40 CFR § 257.90 Applicability 1.1 40 CFR § 257.90(a) Except as provided for in § 257.100 for inactive CCR surface impoundments, all CCR landfills, CCR surface impoundments, and lateral expansions of CCR units are subject to the groundwater monitoring and corrective action requirements under § 257.90 through § 257.98. -
Variations in Wildfire Ash Properties and Implications for Post-Fire Hydrological Response Within Western North American Ecosystems
University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 2013 Variations in wildfire ash properties and implications for post-fire hydrological response within Western North American ecosystems Victoria Balfour The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Part of the Forest Sciences Commons Let us know how access to this document benefits ou.y Recommended Citation Balfour, Victoria, "Variations in wildfire ash properties and implications for post-fire hydrological response within Western North American ecosystems" (2013). Graduate Student Theses, Dissertations, & Professional Papers. 10742. https://scholarworks.umt.edu/etd/10742 This Dissertation is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. 1 VARIATIONS IN WILDFIRE ASH PROPERTIES AND IMPLICATIONS FOR POST- 2 FIRE HYDROLOGICAL RESPONSE WITHIN WESTERN NORTH AMERICAN 3 ECOSYSTEMS. 4 5 6 By 7 VICTORIA NAIRN BALFOUR 8 9 B.S., College of Charleston, Charleston, SC, 2002 10 M.S., University of Montana, Missoula, MT, 2007 11 12 Dissertation 13 14 presented in partial fulfillment of the requirements 15 for the degree of 16 17 Doctorate of Philosophy in College of Forestry, 18 Department of Ecosystem and Conservation Sciences 19 The University of Montana 20 Missoula, Montana 21 22 May 2013 23 24 Approved by: 25 26 Sandy Ross, Dean of The Graduate School 27 Graduate School 28 29 Dr.