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Non-Incineration Medical Waste Treatment Technologies
Non-Incineration Medical Waste Treatment Technologies A Resource for Hospital Administrators, Facility Managers, Health Care Professionals, Environmental Advocates, and Community Members August 2001 Health Care Without Harm 1755 S Street, N.W. Unit 6B Washington, DC 20009 Phone: 202.234.0091 www.noharm.org Health Care Without Harm 1755 S Street, N.W. Suite 6B Washington, DC 20009 Phone: 202.234.0091 www.noharm.org Printed with soy-based inks on Rolland Evolution, a 100% processed chlorine-free paper. Non-Incineration Medical Waste Treatment Technologies A Resource for Hospital Administrators, Facility Managers, Health Care Professionals, Environmental Advocates, and Community Members August 2001 Health Care Without Harm www.noharm.org Preface THE FOUR LAWS OF ECOLOGY . Meanwhile, many hospital staff, such as Hollie Shaner, RN of Fletcher-Allen Health Care in Burlington, Ver- 1. Everything is connected to everything else, mont, were appalled by the sheer volumes of waste and 2. Everything must go somewhere, the lack of reduction and recycling efforts. These indi- viduals became champions within their facilities or 3. Nature knows best, systems to change the way that waste was being managed. 4. There is no such thing as a free lunch. Barry Commoner, The Closing Circle, 1971 In the spring of 1996, more than 600 people – most of them community activists – gathered in Baton Rouge, Up to now, there has been no single resource that pro- Louisiana to attend the Third Citizens Conference on vided a good frame of reference, objectively portrayed, of Dioxin and Other Hormone-Disrupting Chemicals. The non-incineration technologies for the treatment of health largest workshop at the conference was by far the one care wastes. -
Final Biosolids Management Plan September 2009 TABLE of CONTENTS
BIOSOLIDS MANAGEMENT PLAN Prepared for: Spokane County Division of Utilities 1026 West Broadway Avenue, Fourth Floor Spokane, WA 99260-0430 September 2009 Final Prepared by: HDR Engineering, Inc. TABLE of CONTENTS Table of Contents Introduction and Background .................................................................. 1 Previous Studies .................................................................................................. 1 Wastewater Facilities Plan ........................................................................ 1 Wastewater Facilities Plan Amendment .................................................... 2 Ecology Approval of Wastewater Facilities Plan ........................................ 3 Changes after the Wastewater Facilities Plan Amendment ....................... 3 2006 Wastewater Facilities Plan Amendment ........................................... 4 Environmental Analysis ............................................................................. 4 Authorization ........................................................................................................ 4 Purpose ................................................................................................................ 4 Plan Overview ...................................................................................................... 5 Spokane County Regional Water Reclamation Facility Overview ........ 6 SCRWRF Residuals ............................................................................................. 6 SCRWRF Biosolids -
Medical Waste Treatment Technologies
Medical Waste Treatment Technologies Ruth Stringer International Science and Policy Coordinator Health Care Without Harm Dhaka January 2011 Who is Health Care Without Harm? An International network focussing on two fundamental rights: • Right to healthcare • Right to a healthy environment Health Care Without Harm • Issues • Offices in – Medical waste –USA –Mercury – Europe – PVC – Latin America – Climate and health – South East Asia – Food • Key partners in – Green buildings –South Africa – Pharmaceuticals – India –Nurses – Tanzania – Safer materials –Mexico • Members in 53 countries Global mercury phase-out • HCWH and WHO partnering to eliminate mercury from healthcare • Part of UN Environment Programme's Mercury Products Partnership. • www.mercuryfreehealthcare.org • HCWH and WHO are principal cooperating agencies • 8-country project to reduce impacts from medical waste – esp dioxins and mercury • Model hospitals in Argentina, India, Latvia, Lebanon, the Philippines, Senegal and Vietnam • Technology development in Tanzania Incineration No longer a preferred treatment technology in many places Meeting modern emission standards costs millions of dollars Ash must be treated as hazardous waste Small incinerators are highly polluting Maintenance costs can be high, breakdowns common Decline in Medical Waste Incinerators in the U.S. 8,000 6,200 6,000 5,000 4,000 2,400 2,000 Incinerators 115 83 57 #of Medical Waste Waste Medical #of 0 1988 1994 1997 2003 2006 2008 Year SOURCES: 1988: “Hospital Waste Combustion Study-Data Gathering Phase,” USEPA, December 1998; 1994: “Medical Waste Incinerators-Background Information for Proposed Standards and Guidelines: Industry Profile Report for New and Existing Facilities,” USEPA, July 1994; 1997: 40 CFR 60 in the Federal Register, Vol. -
Waste Technologies: Waste to Energy Facilities
WASTE TECHNOLOGIES: WASTE TO ENERGY FACILITIES A Report for the Strategic Waste Infrastructure Planning (SWIP) Working Group Complied by WSP Environmental Ltd for the Government of Western Australia, Department of Environment and Conservation May 2013 Quality Management Issue/revision Issue 1 Revision 1 Revision 2 Revision 3 Remarks Date May 2013 Prepared by Kevin Whiting, Steven Wood and Mick Fanning Signature Checked by Matthew Venn Signature Authorised by Kevin Whiting Signature Project number 00038022 Report number File reference Project number: 00038022 Dated: May 2013 2 Revised: Waste Technologies: Waste to Energy Facilities A Report for the Strategic Waste Infrastructure Planning (SWIP) Working Group, commissioned by the Government of Western Australia, Department of Environment and Conservation. May 2013 Client Waste Management Branch Department of Environment and Conservation Level 4 The Atrium, 168 St George’s Terrace, PERTH, WA 6000 Locked Bag 104 Bentley DC WA 6983 Consultants Kevin Whiting Head of Energy-from-Waste & Biomass Tel: +44 207 7314 4647 [email protected] Mick Fanning Associate Consultant Tel: +44 207 7314 5883 [email protected] Steven Wood Principal Consultant Tel: +44 121 3524768 [email protected] Registered Address WSP Environmental Limited 01152332 WSP House, 70 Chancery Lane, London, WC2A 1AF 3 Table of Contents 1 Introduction .................................................................................. 6 1.1 Objectives ................................................................................ -
Municipal Solid Waste Landfill Operation and Management Workbook
MUNICIPAL SOLID WASTE LANDFILL OPERATION AND MANAGEMENT WORKBOOK Revised April 2018 Preface In many ways, constructing, operating and maintaining a municipal solid waste landfill is similar to constructing, operating, and maintaining a highway, dam, canal, bridge, or other engineered structure. The most important similarity is that landfills, like other engineered structures, must be constructed and operated in a manner that will provide safe, long-term, and reliable service to the communities they serve. Proper design, construction, operation, monitoring, closure and post-closure care are critical because after disposal the waste can be a threat to human health and the environment for decades to centuries. This workbook is intended to provide municipal landfill operators and managers in Wyoming with the fundamental knowledge and technical background necessary to ensure that landfills are operated efficiently, effectively, and in a manner that is protective of human health and the environment. This workbook contains information regarding basic construction and operation activities that are encountered on a routine basis at most landfills. The basic procedures and fundamental elements of landfill permitting, construction management, monitoring, closure, post-closure care, and financial assurance are also addressed. The workbook includes informative tips and information that landfill operators and managers can use to conserve landfill space, minimize the potential for pollution, reduce operating costs, and comply with applicable rules and regulations. In addition to this workbook, operators and managers need to become familiar with the Wyoming Solid Waste Rules and Regulations applicable to municipal solid waste. The DEQ also provides numerous guidelines that may help understand regulatory requirements in more detail. -
Leachate Quantities After Closure of a Landfill
Leachate Quantities after Closure of a Landfill Ali Khatami, Ph.D., P.E., The leachate quantities for SCS Engineers the period of 2010 through 2014 were obtained and Criteria for the solid waste analyzed. The data clearly landfills (40 CFR Part 258 shows a downward trend of or the Subtitle D Federal) leachate quantities following have been around for over 30 closure, as would be years and many municipal expected. Leachate collected solid waste (MSW) landfills from the landfill during have been constructed 2010 was reported on a with lining systems in monthly basis when leachate accordance with the Subtitle quantities after closure were D requirements. However, still high and needed to be very few Subtitle D landfills removed from the facility have been entirely closed for disposal every month. with final covers that include However, leachate quantities a geomembrane barrier layer. rapidly decreased and The significance of the final Glades County Landfill after closing. monthly shipment of leachate covers with geomembrane was no longer necessary; is that percolation of rain Since the landfill was closed in one single construction event, rain water instead, leachate was removed when water into the landfill essentially the storage tank reached a point that stops following completion of the percolation was essentially eliminated almost instantaneously considering the leachate had to be removed and final cover. Assuming the final cover quantities reported. Therefore, the the 20-year time frame the landfill was system remains intact, leachate that data did not have monthly values, but continues to be generated after closure open. It is important to note that the maximum thickness of waste in the clusters of several-months data. -
PW061119-07 Project 2448 Cell 16 Final Cover Exhibit a Scope of Work
EXHIBIT A SCOPE OF SERVICES Cell 16 Final Cover Project No. 18-2448 / CIP 51202 The City of Rapid City has determined the need to procure professional engineering services including Preliminary Design Services, Final Design Services, and Bidding Services for the installation and placement of a final cover system and Gas Collection and Control System (GCCS) over the in-place municipal solid waste (MSW) in Cell 16. Basic Construction Services and Expanded Construction Services will be negotiated at a later date as a separate contract. In addition to the Cell 16 Final Cover and GCCS design, the City also has determined the need for professional services for the design, bidding, and construction of litter control netting along the perimeter of Cell 18 with emphasis on the western and northern portion. Services through construction of the litter control netting will be included in this scope of services but will be allocated exclusively to subtasks 1.13, 2.23, and 3.07. Task 4 and Task 5 in their entirety are exclusively reserved for the litter control project component. It is anticipated that the Cell 16 Final Cover improvements will include the following: 1. Preliminary final cover system design which will incorporate current permit requirements and South Dakota Department of Environment and Natural Resources (DENR) standards. 2. Analysis of current fill grades and relationship to final permitted contours. A ground survey will be required to determine if Landfill Operations has reached or exceeded permitted waste grades. 3. On-site geotechnical investigations for clay materials and borrow areas. 4. Integrating the proposed final cover system into the existing capped cells located to the north and east; also ensuring the future cells to the south may be filled adequately and efficiently against the proposed capped cells. -
Decommissioning Or Relining Domestic Wastewater Ponds
Decommissioning or Relining Domestic Wastewater Ponds Requirements and Procedures Purpose The purpose of this fact sheet is to describe regulatory requirements and provide guidance for the decommissioning or relining of domestic wastewater treatment ponds. These requirements may include (but are not limited to): • removal and disposal of biosolids • sealing/capping of any groundwater monitoring wells • proper demolition, capping, and elimination of treatment components Permittees with a domestic wastewater treatment pond system that are eliminating the use of ponds (either through replacement with a new treatment system, or closure of the treatment system altogether) cannot abandon the ponds “as is”, due to potential safety, environmental and human health hazards. Biosolids accumulated on the pond bottom contain a number of pollutants, nutrients, and pathogenic organisms that must be handled properly before abandoning or re-using the structure. When are Ponds Decommissioned? After domestic wastewater ponds cease to receive wastewater for treatment and all the flows are conveyed to another facility, the biosolids in them are subject to one of the following rules and must meet requirements for use or disposal. Rules and Regulations that Apply • 40 Code of Federal Regulation [CFR], ch. 503 Standards for the Use of Disposal of Sewage Sludge. This rule covers the options for the use or disposal of biosolids that are based on risk assessments done by the Environmental Protection Agency. This rule forms the basis of Minn. R. ch. 7041 for land application. • Minn. R. ch. 7041 – Biosolids Management Rule. This rule covers biosolids that are applied to the land for treatment and beneficial use. It also applies to the biosolids in a wastewater treatment pond once it ceases to receive wastewater. -
Guidance for Leachate Recirculation at Municipal Solid Waste Landfills
Guidance for Leachate Recirculation at Municipal Solid Waste Landfills Waste/Solid Waste #5.08 • June 2009 Introduction leachate generation, and thus, potential groundwater quality impacts. This Guidance has been developed to meet three goals: Of the waste in landfills at Minnesota Contents MSWLFs in 2006, approximately 77 1. Provide municipal solid waste percent went to facilities that currently Introduction ............... 1 landfill (MSWLF) owners with the have active gas collection systems History ....................... 1 minimum standards to implement Benefits ..................... 2 (Burnsville, Clay, Crow Wing, East Goals......................... 2 leachate recirculation as a tool in Central, Elk River, Pine Bend, and Spruce Design ....................... 3 managing leachate on-site and Ridge). Also in 2006, 43 percent of the Operation .................. 4 minimizing the long-term impact of waste stream went to facilities that Landfill gas the disposed waste to human health recirculate their leachate (Crow Wing, East management ............. 5 and the environment. Monitoring ................. 5 Central, Elk River, Lyon, Morrison, and Physical monitoring 2. Encourage the control of greenhouse Spruce Ridge). parameters ................ 6 Leachate monitoring gas (GHG) emissions at MSWLFs. parameters ................ 6 3. Encourage the production of energy Gas monitoring parameters ................ 7 from landfill gas as an alternative Reporting................... 8 renewable energy source. Closure...................... 9 Long-term care.......... 9 It is the intention of the Minnesota Contact information ... 9 Pollution Control Agency (MPCA) to approve leachate recirculation through permit reissuance or major permit modification at MSWLFs that meet the minimum guidelines outlined herein. This guidance supersedes any previous policy or guidance on leachate recirculation. Current MSWLF design and operation does not promote the degradation of History disposed organic wastes within a In 2006, almost 1.5 million tons of waste reasonable timeframe. -
Pesticide Waste Leachate Toxicity Evaluation and Hazard Quotient Derivation by Allium Assay
Current World Enviroment Vol. 2(2), 221-224 (2007) Pesticide waste leachate toxicity evaluation and hazard quotient derivation by Allium assay SARVESH and PRABHAKAR P. SINGH Department of Environmental Sciences, Dr. R.M.L. Avadh University, Faizabad - 2244 001 (India) (Received: November 12, 2007; Accepted: December 23, 2007) ABSTRACT This study was envisaged to explore the impact of pesticide solid waste leachate to Allium cepa (common onion) bulbs. Bulbs exposed to the leachate showed hampered root growth and morphological deformities. At 15% and higher concentrations of leachate after 5 days, gall like swellings were noticed around the mitotic zone (zone of root growth). From the dose response th th th th curve, the EC50 values for the 5 , 10 , 15 and 20 day were calculated and the highest EC50 value, th th 24.9%, was for the 5 day while the lowest EC50 value, 20%, was for the 20 day. The EC50 decreases th th th from 5 to the 20 day successively. The 5 day EC50 was used to determine the hazard quotient (HQ) of the pesticide waste leachate from the dumping site. A value of 4.49 as HQ suggests that that there is considerable risk, as any value of HQ above one (>1) is environmentally unacceptable. The response in root growth pattern, residue analysis and the HQ indicates that the leachate is toxic to rot growth of onion and steps for proper management of hazardous waste and leachate are urgently required. Keywords: Allium cepa; bioassay; pesticide waste; leachate; EC50; hazard quotient INTRODUCTION studies6,7 and risk characterization is the estimation of the incidence and severity of the effects likelihood According to a 1997 market estimate, to occur in an environmental compartment due to approximately 5684 million pounds of pesticide actual or predicted exposure to a chemical. -
FULLTEXT01.Pdf
http://www.diva-portal.org This is the published version of a paper published in Science of the Total Environment. Citation for the original published paper (version of record): Arp, H P., Morin, N A., Andersson, P L., Hale, S E., Wania, F. et al. (2020) The presence, emission and partitioning behavior of polychlorinated biphenyls in waste, leachate and aerosols from Norwegian waste-handling facilities Science of the Total Environment, 715: 1-12 https://doi.org/10.1016/j.scitotenv.2020.136824 Access to the published version may require subscription. N.B. When citing this work, cite the original published paper. Permanent link to this version: http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-169377 Science of the Total Environment 715 (2020) 136824 Contents lists available at ScienceDirect Science of the Total Environment journal homepage: www.elsevier.com/locate/scitotenv The presence, emission and partitioning behavior of polychlorinated biphenyls in waste, leachate and aerosols from Norwegian waste- handling facilities Hans Peter H. Arp a,b,⁎, Nicolas A.O. Morin a,c,PatrikL.Anderssond, Sarah E. Hale a, Frank Wania e, Knut Breivik f,g, Gijs D. Breedveld a,h a Norwegian Geotechnical Institute (NGI), P.O. Box 3930, Ullevål Stadion, N-0806 Oslo, Norway b Department of Chemistry, Norwegian University of Science and Technology (NTNU), N-7491 Trondheim, Norway c Environmental and Food Laboratory of Vendée (LEAV), Department of Chemistry, Rond-point Georges Duval CS 80802, 85021 La Roche-sur-Yon, France d Department of Chemistry, Umeå University, SE-90187 Umeå, Sweden e Department of Physical and Environmental Sciences, University of Toronto Scarborough, 1265 Military Trail, Toronto, Ontario M1C 1A4, Canada f Norwegian Institute for Air Research, P.O. -
Effectively Managing Landfill Leachate Odor Control With
Leachate Management As Seen In Effectively Managing Landfill Leachate Odor Control with Permanganate Oxidizing agents can be introduced to landfill leachate during wastewater treatment to kill the offending bacteria and reduce odor emissions to zero. Permanganate application successfully controls obnoxious odors that are released when storing and transferring landfill leachate. n By John Boll Leachate is formed when liquid passes through a landfill and odor emissions to zero. In the cases described in this article, mixes with degraded waste, picking up dissolved and suspended oxidizers such as hydrogen peroxide and chlorine were tested material. This nasty liquid contains organic and inorganic but not suitable for elimination of the offending odor. However, contaminants as well as heavy metals and pathogens. permanganate application successfully controlled obnoxious odors High levels of odor causing compounds are also found in leachate. that were released when storing and transferring landfill leachate. The primary odorant is volatile hydrogen sulfide (H2S) which When sodium permanganate is injected into leachate, in accumulates to very high levels in closed wet wells, junction boxes minutes, it reacts with dissolved hydrogen sulfide, reducing odor and pipes of collection systems. Hydrogen sulfide is generated by emissions to zero. the conversion of dissolved sulfate by anaerobic bacteria. It has an easily recognizable unpleasant, rotten egg characteristic. It Site #1 Background is detected by the human nose at very low threshold levels, but A landfill in the Northeastern U.S. operates one open cell and can also desensitize the nose after short-term exposure. Hydrogen accepts construction and demolition waste, including wall board. sulfide is a dense, heavier-than-air gas and it accumulates in Numerous neighbor complaints about odors associated with the confined spaces.