Guide to Field Storage of Biosolids 21 CHAPTER 3 – WATER QUALITY
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Managing Storm Water Runoff to Prevent Contamination of Drinking Water
United States Office of Water EPA 816-F-01-020 Environmental Protection (4606) July 2001 Agency Source Water Protection Practices Bulletin Managing Storm Water Runoff to Prevent Contamination of Drinking Water Storm water runoff is rain or snow melt that flows off the land, from streets, roof tops, and lawns. The runoff carries sediment and contaminants with it to a surface water body or infiltrates through the soil to ground water. This fact sheet focuses on the management of runoff in urban environments; other fact sheets address management measures for other specific sources, such as pesticides, animal feeding operations, and vehicle washing. SOURCES OF STORM WATER RUNOFF Urban and suburban areas are predominated by impervious cover including pavements on roads, sidewalks, and parking lots; rooftops of buildings and other structures; and impaired pervious surfaces (compacted soils) such as dirt parking lots, walking paths, baseball fields and suburban lawns. During storms, rainwater flows across these impervious surfaces, mobilizing contaminants, and transporting them to water bodies. All of the activities that take place in urban and suburban areas contribute to the pollutant load of storm water runoff. Oil, gasoline, and automotive fluids drip from vehicles onto roads and parking lots. Storm water runoff from shopping malls and retail centers also contains hydrocarbons from automobiles. Landscaping by homeowners, around businesses, and on public grounds contributes sediments, pesticides, fertilizers, and nutrients to runoff. Construction of roads and buildings is another large contributor of sediment loads to waterways. In addition, any uncovered materials such as improperly stored hazardous substances (e.g., household Parking lot runoff cleaners, pool chemicals, or lawn care products), pet and wildlife wastes, and litter can be carried in runoff to streams or ground water. -
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. -
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. -
Safe Use of Wastewater in Agriculture Safe Use of Safe Wastewater in Agriculture Proceedings No
A UN-Water project with the following members and partners: UNU-INWEH Proceedings of the UN-Water project on the Safe Use of Wastewater in Agriculture Safe Use of Wastewater in Agriculture Wastewater Safe of Use Proceedings No. 11 No. Proceedings | UNW-DPC Publication SeriesUNW-DPC Coordinated by the UN-Water Decade Programme on Capacity Development (UNW-DPC) Editors: Jens Liebe, Reza Ardakanian Editors: Jens Liebe, Reza Ardakanian (UNW-DPC) Compiling Assistant: Henrik Bours (UNW-DPC) Graphic Design: Katja Cloud (UNW-DPC) Copy Editor: Lis Mullin Bernhardt (UNW-DPC) Cover Photo: Untited Nations University/UNW-DPC UN-Water Decade Programme on Capacity Development (UNW-DPC) United Nations University UN Campus Platz der Vereinten Nationen 1 53113 Bonn Germany Tel +49-228-815-0652 Fax +49-228-815-0655 www.unwater.unu.edu [email protected] All rights reserved. Publication does not imply endorsement. This publication was printed and bound in Germany on FSC certified paper. Proceedings Series No. 11 Published by UNW-DPC, Bonn, Germany August 2013 © UNW-DPC, 2013 Disclaimer The views expressed in this publication are not necessarily those of the agencies cooperating in this project. The designations employed and the presentation of material throughout this publication do not imply the expression of any opinion whatsoever on the part of the UN, UNW-DPC or UNU concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Unless otherwise indicated, the ideas and opinions expressed by the authors do not necessarily represent the views of their employers. -
The Causes of Urban Stormwater Pollution
THE CAUSES OF URBAN STORMWATER POLLUTION Some Things To Think About Runoff pollution occurs every time rain or snowmelt flows across the ground and picks up contaminants. It occurs on farms or other agricultural sites, where the water carries away fertilizers, pesticides, and sediment from cropland or pastureland. It occurs during forestry operations (particularly along timber roads), where the water carries away sediment, and the nutrients and other materials associated with that sediment, from land which no longer has enough living vegetation to hold soil in place. This information, however, focuses on runoff pollution from developed areas, which occurs when stormwater carries away a wide variety of contaminants as it runs across rooftops, roads, parking lots, baseball diamonds, construction sites, golf courses, lawns, and other surfaces in our City. The oily sheen on rainwater in roadside gutters is but one common example of urban runoff pollution. The United States Environmental Protection Agency (EPA) now considers pollution from all diffuse sources, including urban stormwater pollution, to be the most important source of contamination in our nation's waters. 1 While polluted runoff from agricultural sources may be an even more important source of water pollution than urban runoff, urban runoff is still a critical source of contamination, particularly for waters near cities -- and thus near most people. EPA ranks urban runoff and storm-sewer discharges as the second most prevalent source of water quality impairment in our nation's estuaries, and the fourth most prevalent source of impairment of our lakes. Most of the U.S. population lives in urban and coastal areas where the water resources are highly vulnerable to and are often severely degraded by urban runoff. -
Potential for Using Constructed Wetlands to Treat Landfill Leachate: Literature Review and Pilot Study Design
Potential for Using Constructed Wetlands to Treat Landfill Leachate: Literature Review and Pilot Study Design Sarah K. Liehr and G. Michael Sloop Department of Civil Engineering North Carolina State University Raleigh, NC 27695 Special Report Series No. 17 January 1996 The research on which this report is based was financed by the Water Resources Research Institute of The University of North Carolina. Contents of this publication do not necessarily reflect the views and policies of the Water Resources Research Institute nor does mention of trade names or commercial products constitute their endorsement or recommendation for use by the Institute or the State of North Carolina. WRRI Project No. 70125 ACKNOWLEDGMENTS We would like to thank Ray Church, Dennis Burks, Sam Hawes, Tim Heistand, and Glenn Walker of New Hanover County Environmental Management for compiling data and assisting in all aspects of construction and operation of the pilot wetland study at the New Hanover County Landfill near Wilmington, North Carolina. We would also like to thank Barbara Doll, Halford House, and Dr. Bob Rubin for their participation in planning the design for the pilot wetland study. We appreciate valuable input from Robert Mackey of Post, Buckley, Schuh & Jernigan, Inc. during the design of the pilot study. Finally, we would like to thank Jeff Masters for his input in compiling this report. ii ABSTRACf All municipal landfills are susceptible to infiltration by precipitation and runoff. As this water infiltrates the landfill, many substances leach from the fill including oxygen demanding organic compounds, suspended solids, nitrogen compounds, phosphorus, metals, and toxic organics. The composition of the leachate varies tremendously among landfills, but concentrations of several of these components may be quite high. -
Treatment of Landfill Leachate Using Palm Oil Mill Effluent
processes Article Treatment of Landfill Leachate Using Palm Oil Mill Effluent Tawfiq J. H. Banch 1, Marlia M. Hanafiah 1,2,*, Salem S. Abu Amr 3, Abbas F. M. Alkarkhi 3 and Mohammed Hasan 1 1 Department of Earth Sciences and Environment, Faculty of Science and Technology, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, Malaysia; [email protected] (T.J.H.B.); [email protected] (M.H.) 2 Centre for Tropical Climate Change System, Institute of Climate Change, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, Malaysia 3 Universiti Kuala Lumpur Business School (Unikl bis), Kuala Lumpur 50250, Malaysia; [email protected] (S.S.A.A.); [email protected] (A.F.M.A.) * Correspondence: [email protected] Received: 18 April 2020; Accepted: 14 May 2020; Published: 18 May 2020 Abstract: Sanitary landfilling is the most common method of removing urban solid waste in developing countries. Landfills contain high levels of organic materials, ammonia, and heavy metals, thereby producing leachate which causes a possible future pollution of ground and surface water. Recently, agricultural waste was considered a co-substratum to promote the biodegradation of organics in industrial wastewater. The use of low-cost and natural materials for wastewater treatment is now being considered by many researchers. In this study, palm oil mill effluent (POME) was used for treating stabilized leachate from old landfill. A set of preliminary experiments using different POME/leachate ratios and aeration times was performed to identify the setting of experimental design and optimize the effect of employing POME on four responses: chemical oxygen demand (COD), total suspended solids (TSS), color, and ammoniacal nitrogen (NH3-N). -
1.3 Wastewater and Ambient Water Quality · Understand the Quality, Quantity, Frequency and Sources of Applicability and Approach
General EHS Guidelines [Complete version] at: www.ifc.org/ehsguidelines Environmental, Health, and Safety (EHS) Guidelines GENERAL EHS GUIDELINES: ENVIRONMENTAL WASTEWATER AND AMBIENT WATER QUALITY WORLD BANK GROUP 1.3 Wastewater and Ambient Water Quality · Understand the quality, quantity, frequency and sources of Applicability and Approach......................................25 liquid effluents in its installations. This includes knowledge General Liquid Effluent Quality.......................................26 about the locations, routes and integrity of internal drainage Discharge to Surface Water....................................26 Discharge to Sanitary Sewer Systems.....................26 systems and discharge points Land Application of Treated Effluent........................27 · Plan and implement the segregation of liquid effluents Septic Systems ......................................................27 principally along industrial, utility, sanitary, and stormwater Wastewater Management...............................................27 Industrial Wastewater .............................................27 categories, in order to limit the volume of water requiring Sanitary Wastewater ..............................................29 specialized treatment. Characteristics of individual streams Emissions from Wastewater Treatment Operations .30 may also be used for source segregation. Residuals from Wastewater Treatment Operations..30 Occupational Health and Safety Issues in Wastewater · Identify opportunities to prevent or reduce -
What's a Watershed?
What’s a Watershed? Think of a watershed like a funnel. If you place a drop of water anywhere in the funnel, it will fall out through the spout. A watershed works much the same way, and it refers to any area of land that drains to a common point. Hills, mountains, and sloping topography separate watersheds and act like the walls of the funnel, while the rivers, streams, and stormwater drains act as the spout that concentrates the water flowing over the land, channeling it elsewhere. Picture a drop of water falling on a hill, miles from the nearest stream. When the rain falls, some of the water soaks into the soil and some evaporates into the air, while the rest runs off the land. That water joins small streams and wetlands that drain into lakes and rivers, and eventually flows to the ocean. This is how trash, chemicals, or bacteria miles from a body of water can still end up in our rivers and lakes, and it’s why we all need to understand how our actions impact local waterways and those downstream! The urbanized area around Lansing lies within a portion of the Upper Grand River Watershed which can be broken into three smaller watershed areas: the Grand River Watershed (direct drainage), the Looking Glass River Watershed, and the Red Cedar River Watershed. The runoff from this area eventually drains into Lake Michigan at the mouth of the Grand River in Grand Haven, MI. Because of this connection, our actions at home have a direct impact on the health of the Great Lakes! Help Protect Our Water by Following These Tips! 1.