Biosolids Management Handbook Epa Region Viii
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Cost Analysis of the Impacts on Municipal Utilities and Biosolids Management to Address PFAS Contamination
Cost Analysis of the Impacts on Municipal Utilities and Biosolids Management to Address PFAS Contamination October 2020 Table of Contents Executive Summary Section 1 Background 1.1 Biosolids ................................................................................................................................................................ 1-1 Section 2 Data on Actual Costs to Wastewater and Biosolids Management Programs from PFAS 2.1 Introduction ......................................................................................................................................................... 2-1 2.2 NEBRA Survey ..................................................................................................................................................... 2-1 2.2.1 Background ............................................................................................................................................. 2-1 2.2.2 Results ...................................................................................................................................................... 2-2 2.3 Expanded Utility Survey ................................................................................................................................. 2-2 2.3.1 Background ............................................................................................................................................. 2-2 2.3.2 Results ..................................................................................................................................................... -
Inclusive Business Models for Wastewater Treatment
INCLUSIVE INNOVATIONS Inclusive Business Models for Wastewater Treatment Enterprises have developed integrated, affordable wastewater treatment solutions for industries and households to encourage reuse or safe disposal HIGHLIGHTS • Wastewater treatment enterprises treat water before disposal or recycle the water so that it can be reused. • Enterprises provide household wastewater treatment systems that are modular, have low operating costs in terms of electricity and maintenance, have silent operation and less odor and offer quick returns on investment. • Enterprises focusing on industrial wastewater treatment solutions offer efficiency and cost effectiveness. They are quickly commissioned, fully automatic, have remote monitoring, require minimal hazardous chemicals, and treat water for reuse. Summary Wastewater sources include domestic wastewater—pertaining to liquid outflow from toilets, bathrooms, basins, laundry, kitchen sinks and floor washing, and industrial wastewater—effluent water that is discharged during manufacturing processes in factories or by-products from chemical reactions. There are significant operational and financial challenges associated with wastewater treatment in marginalized residential communities, where domestic wastewater does not get treated at source, but instead is discharged to local municipal facilities or directly into water bodies. Similarly, industrial wastewater is heavily contaminated and leads to pollution and diseases, if disposed without treatment. It may also contain metals that have high market value and could potentially be recovered. Social enterprises have introduced unique technologies and integrated solutions to treat such wastewater either for safe disposal or for reuse. These solutions aim to be efficient, affordable and convenient. There are two major types of wastewater treatment plants—household (residential) systems and industrial systems. This series on Inclusive Innovations explores business models that improve the lives of those living in extreme poverty. -
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 -
Legislation for the Reuse of Biosolids on Agricultural Land in Europe: Overview
sustainability Review Legislation for the Reuse of Biosolids on Agricultural Land in Europe: Overview Maria Cristina Collivignarelli 1 , Alessandro Abbà 2, Andrea Frattarola 1, Marco Carnevale Miino 1 , Sergio Padovani 3, Ioannis Katsoyiannis 4,* and Vincenzo Torretta 5 1 Department of Civil and Architectural Engineering, University of Pavia, via Ferrata 1, 27100 Pavia, Italy; [email protected] (M.C.C.); [email protected] (A.F.); [email protected] (M.C.M.) 2 Department of Civil, Environmental, Architectural Engineering and Mathematics, University of Brescia, via Branze 43, 25123 Brescia, Italy; [email protected] 3 ARPA Lombardia, Pavia Department, via Nino Bixio 13, 27100 Pavia, Italy; [email protected] 4 Department of Chemistry, Laboratory of Chemical and Environmental Technology, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece 5 Department of Theoretical and Applied Sciences, University of Insubria, via G.B. Vico 46, 21100 Varese, Italy; [email protected] * Correspondence: [email protected] Received: 17 September 2019; Accepted: 25 October 2019; Published: 29 October 2019 Abstract: The issues concerning the management of sewage sludge produced in wastewater treatment plants are becoming more important in Europe due to: (i) the modification of sludge quality (biological and chemical sludge are often mixed with negative impacts on sludge management, especially for land application); (ii) the evolution of legislation (landfill disposal is banned in many European countries); and (iii) the technologies for energy and material recovery from sludge not being fully applied in all European Member States. Furthermore, Directive 2018/851/EC introduced the waste hierarchy that involved a new strategy with the prevention in waste production and the minimization of landfill disposal. -
Use of a Water Treatment Sludge in a Sewage Sludge Dewatering Process
E3S Web of Conferences 30, 02006 (2018) https://doi.org/10.1051/e3sconf/20183002006 Water, Wastewater and Energy in Smart Cities Use of a water treatment sludge in a sewage sludge dewatering process Justyna Górka1,*, Małgorzata Cimochowicz-Rybicka1 , and Małgorzata Kryłów1 1 University of Technology, Department of Environmental Engineering, 24 Warszawska, Cracow 31- 155, Poland Abstract. The objective of the research study was to determine whether a sewage sludge conditioning had any impact on sludge dewaterability. As a conditioning agent a water treatment sludge was used, which was mixed with a sewage sludge before a digestion process. The capillary suction time (CST) and the specific filtration resistance (SRF) were the measures used to determine the effects of a water sludge addition on a dewatering process. Based on the CST curves the water sludge dose of 0.3 g total volatile solids (TVS) per 1.0 g TVS of a sewage sludge was selected. Once the water treatment sludge dose was accepted, disintegration of the water treatment sludge was performed and its dewaterability was determined. The studies have shown that sludge dewaterability was much better after its conditioning with a water sludge as well as after disintegration and conditioning, if comparing to sludge with no conditioning. Nevertheless, these findings are of preliminary nature and future studies will be needed to investigate this topic. 1 Introduction Dewatering of sludge is a very important stage of the sludge processing. It reduces both sludge mass and volume, which consequently reduces costs of a further sludge processing, facilitates its transport and allows for its thermal processing. -
Anaerobic Digestion of Wastewater Sludge (Nazaroff & Alvarez-Cohen, Section 6.E.3)
Anaerobic Digestion of Wastewater Sludge (Nazaroff & Alvarez-Cohen, Section 6.E.3) nice, clean water going to disinfection and then to outdoor body of receiving water (stream, lake or sea) sludge in need of further treatment The goal is to reduce the amount of sludge that needs to be disposed. The most widely employed method for sludge treatment is anaerobic digestion. In this process, a large fraction of the organic matter (cells) is broken down into carbon dioxide (CO2) and methane (CH4), and this is accomplished in the absence of oxygen. About half of the amount is then converted into gases, while the remainder is dried and becomes a residual soil-like material. What the equipment looks like The tank is capped - to prevent oxygen from coming in, - to prevent odors from escaping, and - to capture the methane produced. This methane, a fuel, can be used to meet some of the energy requirements of the wastewater treatment facility (co-generation). What the sludge looks like after anaerobic digestion and subsequent drying. It is rich in nitrates and performs well as a fertilizer. (Photos from http://www.madep-sa.com/english/wwtp.html) 1 (Originally from Metcalf & Eddy, 1991) from & Metcalf Eddy, (Originally 6.E.7) Figure Alvarez-Cohen, & (Nazaroff How the system works The treatment of wastewater sludge, from both primary and secondary treatment steps, consists of two main phases. ● In the 1st step, all incoming flows of sludge are combined, and the mixture is heated to a mild temperature (about body temperature) to accelerate biological conversion. The residence time here ranges from 10 to 20 days. -
Revegetation of Mine Tailings Throughthe Use of Biosolid Amendment1
REVEGETATION OF MINE TAILINGS THROUGHTHE USE OF BIOSOLID AMENDMENT1 I.L. Pepper2, S.A. Bengson, P.R. Rao, and K.L. Josephson Abstract. Mine tailings represent the end product of mineral ores that are processed to extract specific metals such as copper. Tailings are in essence crushed rock with 0% organic matter, and can be layered to depths of 30B36m. We evaluated revegetation of mine tailings through the one time application of municipal biosolids. Specifically a 2 hectare copper mine-tailing plot near the Mission Mine in Southern Arizona was designated for this study. Approximately 220 dry tons per hectare of biosolids was added and incorporated in December 1998. The potential for successful revegetation was evaluated by monitoring soil microbial populations, which quickly become established at •107 heterotrophic bacteria per gram of biosolid amended mine tailings. By September 2001 vegetative cover had increased from zero to 77%. Initially bermudagrass and Russian Thistle were the predominant species involved. More recently Buffalo grass and Lehmans Lovegrass have become more prominent. Monitoring of soil metal concentrations as a function of depth showed that the tailings were the major source of metals, not the biosolids. There was no evidence that metals were leaching under the low rainfall, non-irrigated conditions. Plant tissue metal concentrations showed that phytoremediation could remove metals from the surface depths of tailings. Soil nitrate concentrations varied seasonally and with tailing depth. Nitrogen transformations included ammonification, nitrification and denitrification, which allowed nitrogen to be removed from tailings. Leaching of nitrate appeared to be minimal. Overall biosolid amendment of mine tailings appeared to be a successful technological approach to enhance revegetation of the mine tailings. -
2019 Annual Waste Prevention & Recycling Report
s 2019 ANNUAL WASTE PREVENTION & RECYCLING REPORT i Submitted to Seattle City Council (SCC) October 2020 [Page deliberately left blank] ii CONTENTS GLOSSARY .............................................................................................................................................................. v EXECUTIVE SUMMARY ........................................................................................................................................... 1 Purpose ...................................................................................................................................................................... 1 Key Results................................................................................................................................................................. 1 Next Steps .................................................................................................................................................................. 2 INTRODUCTION ..................................................................................................................................................... 3 Seattle’s Recycling Rate Goals ................................................................................................................................... 3 Moving Upstream ...................................................................................................................................................... 3 Annual Waste Prevention & Recycling Report.......................................................................................................... -
(Daily) Cover Material Requirements. FROM
April 30, 2004 SUBJECT: Clarification of 40 CFR 258.21, (Daily) Cover Material Requirements. FROM: Robert Springer, Director /s/ Office of Solid Waste TO: Jeff Scott, Director Waste Management Division USEPA Region IX You recently raised some questions about the daily cover material requirements at municipal landfills which operate on a continuous basis, specifically, regarding landfills that do not shut down at the end of each day. The federal regulations at 40 CFR '258.21 require that the owner/operator place daily cover on the disposed solid waste at the end of each operating day or at more frequent intervals if necessary. We received extensive comments on the proposed frequency for the daily cover requirement. Many rural communities argued for a weekly cover requirement. Others suggested that we design the daily cover requirements based on the length of time the waste is exposed (e.g., 6 to 24 hours). In the final rule, we retained the proposed language regarding cover placement at the end of each operating day. [The final rule can be found at 56 Fed. Reg. 50978, 51050-51 (Oct. 9, 1991) and the later clarification at 62 Fed. Reg. 40709-10 (July 29, 1997).] You have mentioned an issue where large commercial landfills operate continuously over a number of days. These large commercial landfills argue that they operate “around the clock” and therefore their “operating day” is something beyond a 24-hour period. It is our view, however, that the Federal regulations at 40 CFR '258.21 did not contemplate an “operating day” longer than 24 hours. -
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. -
The Science of Alternative Daily Cover Welcome
Blue Ridge Services Understanding ADC: The Science of Alternative Daily Cover Presented: July 31, 2012 1(c) 2012 Neal Bolton Welcome • Sarah is our organizer • We’ll do Q&A during the webinar …and at the end ©2012 Neal Bolton 2 Alternative Daily Cover www.blueridgeservices.com 1 Blue Ridge Services Presented by: Neal Bolton, P.E. Neal is a Civil Engineer with over 34 years experience in landfills and heavy construction, including several years as a heavy equipment operator. He has conducted hundreds of evaluations on the process of using Alternative Daily Cover at landfills across the U.S. and abroad. He has provided training on this topic for the EIA, SWANA, CalRecycle, KDHE, and several thousand public/private landfill operators and managers. Contact Neal at: [email protected] ©2012 Neal Bolton 3 Alternative Daily Cover Today • We’ll be §258.21 Cover material requirements. talking Except as provided in paragraph (b) of this section, the owners or operators of all MSWLF units must about cover disposed solid waste with six inches of earthen Alternatives material at the end of each operating day, or at more frequent intervals if necessary, to control disease to Daily vectors, fires, odors, blowing litter, and scavenging. Cover Soil Alternative materials of an alternative thickness (other than at least six inches of earthen material) may be approved by the Director of an approved State if the owner or operator demonstrates that the • You alternative material and thickness control disease Know…ADC vectors, fires, odors, blowing litter, and scavenging without presenting a threat to human health and the environment. -
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.