Technical Review and Advisory Panel (Trap) Meeting
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
What Is an Injection Well ?
What is an Injection Well ? An Injection Well is a well used for emplacement of fluids underground. Injection wells range from a few feet to over 10,000 feet in depth. The design of such wells ranges from very low technology constructions such as a shallow dug well or natural sinkhole with surface modifications, to highly engineered designs with multiple casings, cement, and other components for downhole fluid and pressure control, monitoring, and overall environmental protection. Injection wells are used in many industrial and resource management activities. Some of the most common of these activities include production and refining of petroleum and other mineral resources, chemical manufacturing, electric power generation, air conditioning and heating, food processing, drinking water treatment, commercial waste management, environmental remediation, and aquifer storage and recovery. When properly sited, constructed, and operated, injection wells can effectively maintain environmental safety in each of these activities. According to rules adopted by the U.S. Environmental Protection Agency (EPA) and states in response to the Safe Drinking Water Act (SDWA) of 1976, no injection well may be allowed to endanger an Underground Source of Drinking Water (USDW). Such wells must be permitted or otherwise authorized with the necessary terms and conditions to ensure USDW protection. Federal and state rules define six classes of injection wells. The principle factors used to define each well class includes the type of activity and source or general nature of the fluids associated with that activity; a secondary factor in defining well class is the depth of injection relative to USDWs. Class I wells are used to inject industrial and municipal waste water safely below USDWs; these wells may be permitted to include hazardous and radioactive waste water in the injected fluids. -
Drainage Wells—A Dual Purpose C.W
Drainage Wells—A Dual Purpose C.W. Sheffield, Carlos Rivero-deAguilar, and Kevin McCann isposal of stormwater by in- jection wells to the under- ground aquifer has been prac- ticed in Florida for years. Regulatory agency rules are wide and varied on the subject. The adaption of existing wells to the dual purposes of SWALE STREET DRAINAGE DRAINAGE removal of excess stormwaters and aqui- TO DRAINWELL TO DRAINWELL fer recharge seems feasible in many cases. LAKE DRAINAGE In central Florida, it is estimated that TO DRAINWELL up to 40 percent of the aquifer recharge is SWALE / STREET DRAINWELL through drainage wells. The emphasis of this article is to summarize the existing LAND available wells; discuss water quality of LAKE stormwaters as is presently known; re- view DEP requirements for drainage wells; Figure 1. Drainwell Sketch LAKE DRAINWELL and stormwater treatment methods to achieve the required water quality. As forecast by the USGS Report of Investigations No. 50, and were highest at industrial and single family sites. Ni- published in 1968, aquifer withdrawals now exceed recharge trate-nitrite concentrations ranged from 0.15 to 0.46 mg/l. in Orange County. In the past the priority of injection wells has Total suspended solid concentrations were highly variable, been to reduce flood damage by disposal of excess stormwater. ranging from 19 mg/l at the heavy commercial site to 103 mg/l A higher priority is becoming the renewal of drinking water at the industrial site. resources, as evidenced by the estimate that up to 40 percent Measurements of pH indicate that stormwater runoff is of aquifer recharge is contributed by injection wells. -
252:641 Individual and Small Public On-Site Sewage Treatment Systems
Codification through the 2021 Legislative session Subchapters 1, 3, 12, 15; Appendix H and N Board adoption - February 19, 2021 Approved by Governor's signature on OK HB1046 on June 11, 2021 Effective date – September 15, 2021 TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 641. INDIVIDUAL AND SMALL PUBLIC ON-SITE SEWAGE TREATMENT SYSTEMS Subchapter 1. General Provisions ..................................................................................................... 252:641-1-1 3. Soil Tests .................................................................................................................... 252:641-3-1 5. Building Sewer and Collection Systems .................................................................... 252:641-5-1 7. Septic Tanks ............................................................................................................... 252:641-7-1 9. Pump Tanks ............................................................................................................... 252:641-9-1 10. Aerobic Treatment Systems ................................................................................... 252:641-10-1 11. Subsurface Systems [REVOKED] ......................................................................... 252:641-11-1 12. Dispersal Fields ...................................................................................................... 252:641-12-1 13. Aerobic Systems [REVOKED].............................................................................. 252:641-13-1 15. Lagoons ................................................................................................................. -
Mathematical Modeling of the Performance of a Rotating Biological Contactor for Process Optimisation in Wastewater Treatment
Mathematical Modeling of the Performance of a Rotating Biological Contactor for Process Optimisation in Wastewater Treatment Zur Erlangung des akademischen Grades eines DOKTOR-INGENIEURS von der Fakultät für Bauingenieur-, Geo- und Umweltwissenschaften der Universität Fridericiana zu Karlsruhe (TH) genehmigte DISSERTATION von Sanjay Dutta, M.Tech. aus Kalkutta, Indien Tag der mündlichen Prüfung: 14. Februar, 2007 Hauptreferent: Prof. Dr. Ing. E.h. Hermann H. Hahn, Ph.D., Karlsruhe Korreferent: Prof. Dr. rer. nat. habil. Josef Winter, Karlsruhe Karlsruhe 2007 Dissertation genehmigt von der Fakultät für Bauingenieur-, Geo- und Umweltwissenschaften Universität Fridericiana zu Karlsruhe (TH) 2007 Hauptreferent: Prof. Dr. Ing. E.h. Hermann H. Hahn, Ph.D., Karlsruhe Korreferent: Prof. Dr. rer. nat. habil. Josef Winter, Karlsruhe Dutta, Sanjay Mathematical Modeling of the Performance of a Rotating Biological Contactor for Process Optimisation in Wastewater Treatment Karlsruhe: Universität Karlsruhe – Verlag Siedlungswasserwirtschaft Karlsruhe, 2007 (Schriftenreihe SWW – Band 126) Zugl.: Karlsruhe, Univ., Diss., 2007 ISBN 978-3-9809383-9-6 ISBN 978-3-9809383-9-6 Alle Rechte vorbehalten Satz: Institut für Wasser und Gewässerentwicklung Bereich Siedlungswasserwirtschaft Universität Karlsruhe (TH) Druck: E&B printware, Digital- und Schnelldruck GmbH, 76131 Karlsruhe Printed in Germany Vorwort 3 Vorwort des Herausgebers Scheibentauchkörper als biologische Reinigungselemente haben sich bislang einer eher auf spezifische Anschlussgrößen (im mittleren -
Maricopa County Environmental Health Code
Maricopa County Environmental Health Code January 27, 2021 MARICOPA COUNTY ENVIRONMENTAL HEALTH CODE CHAPTER I GENERAL PROVISIONS REGULATION 1. Definitions The following definitions shall apply throughout this Environmental Health Code, unless a different meaning is clearly indicated by the context or is stated in another chapter. a. “Approved” or "approval" means acceptable to the Department and so stated in writing. b. “Board” means the Maricopa County Board of Supervisors. c. “Board of Health" means the Board of Health of Maricopa County. d. “Chairman” means the Chairman of the Maricopa County Board of Supervisors. e. “Clerk” means the Clerk of the Maricopa County Board of Supervisors. f. “Counsel” means an attorney licensed to practice law in the State of Arizona. g. “County” means Maricopa County. h. “Department” means the Maricopa County Environmental Services Department. i. “Environmental Health Code” means all of the rules and regulations which are adopted by the Board of Health and the Board of Supervisors pursuant to A.R.S. 36-183.02 through 36-183.07, 36-184, 36-187(C), 11-251 Paragraphs 17 and 31, 11-251.05, 11- 251.08, 49-106, and 49-107, and which remain in force. j. “Environmental Health Officer” means the Director of the Maricopa County Environmental Services Department or his/her authorized Agents. k. “Municipality” means an incorporated area within Maricopa County. l. “Notice" means an enforcement Notice issued by the Environmental Health Officer. m. “Parties” means the Defendant and the County. n. “Permit” means a written permit to operate, issued by the Maricopa County Environmental Services Department. -
I Subsurface Waste Disposal by Means of Wells a Selective Annotated Bibliography
I Subsurface Waste Disposal By Means of Wells A Selective Annotated Bibliography By DONALD R. RIMA, EDITH B. CHASE, and BEVERLY M. MYERS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 2020 UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON: 1971 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS G. B. MORTON, Secretary GEOLOGICAL SURVEY W. A. Radlinski, Acting Director Library of Congress catalog-card No. 77-179486 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price $1.50 (paper cover) Stock Number 2401-1229 FOREWORD Subsurface waste disposal or injection is looked upon by many waste managers as an economically attractive alternative to providing the sometimes costly surface treatment that would otherwise be required by modern pollution-control law. The impetus for subsurface injection is the apparent success of the petroleum industry over the past several decades in the use of injection wells to dispose of large quantities of oil-field brines. This experience coupled with the oversimplification and glowing generalities with which the injection capabilities of the subsurface have been described in the technical and commercial literature have led to a growing acceptance of deep wells as a means of "getting rid of" the ever-increasing quantities of wastes. As the volume and diversity of wastes entering the subsurface continues to grow, the risk of serious damage to the environment is certain to increase. Admittedly, injecting liquid wastes deep beneath the land surface is a potential means for alleviating some forms of surface pollution. But in view of the wide range in the character and concentrations of wastes from our industrialized society and the equally diverse geologic and hydrologic con ditions to be found in the subsurface, injection cannot be accepted as a universal panacea to resolve all variants of the waste-disposal problem. -
Evaluation of Underground Injection of Industrial Waste to Illinois
EVALUATION OF UNDERGROUND INJECTION OF INDUSTRIAL WASTE IN ILLINOIS Ross D. Brower Ivan G. Krapac and Bruce R. Hensel Illinois State Geological Survey 615 East Peabody Drive Champaign, Illinois Adrian P. Visocky Gary R. Peyton and John S. Nealon Illinois State Water Survey 2204 Griffith Drive Champaign, Illinois Mark Guthrie Engineering-Science Incorporated Atlanta, Georgia Department of Energy and Natural Resources Illinois State Geological Survey Illinois State Water Survey Hazardous Waste Research and Information Center ILLINOIS STATE GEOLOGICAL SURVEY 615 East Peabody Drive Champaign, Illinois Printed by the authority of the State of Illinois 1989/1100 CONTENTS Executive Summary ES-1 Introduction I-1 Background I-1 Scope of Study I-3 Regulatory Structure Related to Waste Disposal I-4 1 Regulations and Permitting Practices 1-1 Illinois Pollution Control Board Regulations 1-1 Illinois Environmental Protection Agency Practices 1-2 Standard and Special Conditions for UIC Permits 1-4 Effects of 1984 RCRA Amendments on Hazardous Waste Injection 1-6 Comments and Suggestions on Specific Regulatory Practices 1-7 Selected Definitions and Terms 1-7 Classification of Injection Wells 1-9 2 Geologic Environment 2-1 Geologic Framework of Illinois: An Overview 2-1 Units Containing Currently Used or Potential Disposal Zones 2-4 Geologic Characteristics Critical to Siting/Operating Injection Wells 2-27 Risks of Disposal in the Subsurface Geologic Environment 2-42 3 Illinois Disposal Facilities: Wells, Wastes, Problems 3-1 General Information About Disposal -
Uses and Abuses of Wastewater Injection Wells in Hawaii!
Pacific Science (1985), vol. 39, no. 2 © 1985 by the University of Hawaii Press. All rights reserved Uses and Abuses of Wastewater Injection Wells in Hawaii! FRANK L. PETERSON 2 and JUNE A. OBERDORFER 3 ABSTRACT: During the past two decades in Hawaii, more than 500 injection wells for the disposal ofdomestic sewage wastewater have been constructed and operated. Thus far, contamination ofpotable groundwater supplies has not been a problem. Many of the injection wells, however, have not performed as de signed, and aquifer clogging and reduced injection capacity have produced numerous well failures resulting in public health, legal, and financial problems. Factors most commonly responsible for the well problems have been unfavorable hydrogeology, underdesign of injection well capacity, poor effluent quality, and lack ofinjection well maintenance. Detailed study ofclogging mechanisms in the immediate vicinity of injection wells suggests that binding of pore spaces by nitrogen gas is the most important cause of aquifer clogging. Other clogging mechanisms also operating are filtration of solid particles and growth of microorganisms. THE HAWAIIAN ISLANDS ARE principally de Because the Hawaiian Islands are sur pendent on groundwater for potable water rounded by the Pacific Ocean and the vast supplies. Consequently, the disposal of liquid majority ofthe population lives in the coastal wastes into the subsurface is ofgreat concern. region , disposal ofmunicipal wastewaters has The principal mode of groundwater occur been achieved mainly by ocean outfalls in the rence is the basal (or Ghyben-Herzberg) lens urban sewered areas and by cesspools in the of fresh water overlying and displacing the rural unsewered regions . -
Underground Injection Control Technical Assistance Manual
TEXAS DEPARTMENT OF WATER RESOURCES REPORT 274 UNDERGROUND INJECTION CONTROL TECHNICAL ASSISTANCE MANUAL Subsurface Disposal and Solution Mining Compiled By Charles J. Greene Project Coordinator Texas Department of Water Resources This project has been funded wholly or in part by the United States Environmental Protection Agency under assistance agreement No. G- 006225-82-1 . The contents do not necessarily reflect the views and policies of the Environmental Protection Agency, nor does mention of trade names or commercial products constitute endorsement or recom mendation for use. April 1983 TEXAS DEPARTMENT OF WATER RESOURCES Charles E. Nemir, Executive Director TEXAS WATER DEVELOPMENT BOARD Louis A . Beecherl Jr .• Chairman George W. McCleskey, Vice Chairman Glen E. Roney Lonnie A. "Bo" Pilgrim W. O. Bankston Louie Welch TEXAS WATER COMMISSION Felix McDonald, Chairman Lee e, M. Biggart. Commissioner John D. Stover. Commissioner Authorization for use or reproduction of any original material contained in this publication. i.e .• not obtained from other sources, is freely granted. The Department would appreciate acknowledgement. Published and distributed by the Texas Department of Water Resources Post Office Box 13087 Austin. Texas 78711 ii ABSTRACT The Texas Department of Water Resources has issued over 200 waste disposal well permits and approximately 30 uranium solution mining permits. Solution mining of brine, sulfur, and sodium sulfate in Texas is also regulated by the Department. The technical staff of the Department evaluates applications for waste disposal well and solution mining permits and makes recom mendations based on local and regional geology and hydrology, reservoir mechanics of the injection interval, proposed well design, compatibility of injected fluid with receiving formation, completion and plugging methods of artificial penetrations, potential hazards of proposed injec tion projects to usable ground water and mineral resources, and proposed facility closure includ ing financial assurance. -
Texas Administrative Code Rules
Texas Administrative Code TITLE 30 ENVIRONMENTAL QUALITY PART 1 TEXAS COMMISSION ON ENVIRONMENTAL QUALITY CHAPTER 285 ON-SITE SEWAGE FACILITIES Rules §285.1 Purpose and Applicability §285.2 Definitions §285.3 General Requirements §285.4 Facility Planning §285.5 Submittal Requirements for Planning Materials §285.6 Cluster Systems §285.7 Maintenance Requirements §285.8 Multiple On-Site Sewage Facility (OSSF) Systems on One Large Tract of Land §285.10 Delegation to Authorized Agents §285.11 General Requirements §285.12 Review of Locally Administered Programs §285.13 Revocation of Authorized Agent Delegation §285.14 Charge-back Fee §285.20 General Requirements §285.21 Fees §285.30 Site Evaluation §285.31 Selection Criteria for Treatment and Disposal Systems §285.32 Criteria for Sewage Treatment Systems §285.33 Criteria for Effluent Disposal Systems §285.34 Other Requirements §285.35 Emergency Repairs §285.36 Abandoned Tanks, Boreholes, Cesspools, and Seepage Pits §285.37 On-Site Sewage Facilities and Water Treatment Equipment and Appliances §285.38 Prevention of Unauthorized Access to On-Site Sewage Facilities (OSSFs) §285.39 On-Site Sewage Facilities Maintenance and Management Practices §285.40 OSSFs on the Recharge Zone of the Edwards Aquifer §285.41 Edwards Aquifer Protection Plan §285.42 Other Requirements §285.50 General Requirements §285.60 Duties and Responsibilities of Site Evaluators §285.61 Duties and Responsibilities of Installers §285.62 Duties and Responsibilities of Designated Representatives §285.63 Duties and Responsibilities -
Treatment of Domestic Waste Water Using Natural Flocculants
Int. J. LifeSc. Bt & Pharm. Res. 2012 Narmadha D and Mary Selvam Kavitha V J, 2012 ISSN 2250-3137 www.ijlbpr.com Vol. 1, No. 3, July 2012 © 2012 IJLBPR. All Rights Reserved Research Paper TREATMENT OF DOMESTIC WASTE WATER USING NATURAL FLOCCULANTS Narmadha D1* and Mary Selvam Kavitha V J1 *Corresponding Author: Narmadha D, [email protected] Wastewater generated from wastewater treatment plant contains odors some non pathogens, fecal Coliforms, fungus etc., and chemicals such as phenols, nitrate, chloride etc., in addition to usual constituents such as urine and faeces. The present investigation was hence made in wastewater treatment plant situated in Kallaraimedu of Kodaikanal. Presently the waste water is passing through an underground system to the wastewater plant. In this study analyze the Physio-chemical parameters and biological parameters of septic water before and after treatment with horse and cow dung; and portable water. Isolate and identify the microbes present in horse and cow dung by using biochemical tests. Keywords: Waste water, microbial treatment of waste, Flocculants INTRODUCTION such as urea, fruit sugars, soluble proteins, drugs, Wastewater can be defined as the flow of use pharmaceuticals, etc.; Inorganic particles such water discharged from homes, businesses, as sand, grit, metal particles, ceramics, etc.; industries, commercial activities and institutions Soluble inorganic material such as ammonia, which are directed to treatment plants by a road-salt, sea-salt, cyanide, hydrogen sulfide, carefully designed and engineered network of thiocyanates, thiosulfates, etc.; Animals such as pipes. This wastewater is further categorized and protozoa, insects, arthropods, small fish, etc.; defined according to its sources of origin as 1. -
UIC Fact Sheet
FACT SHEET for the UNDERGROUND INJECTION CONTROL PROGRAM in ARKANSAS What is Underground Injection? Underground injection is the technology of placing fluids underground through wells. While underground rock formations may appear to be solid, most formations contain voids or pores that allow fluids to fill or move through the pores. Man-made or produced fluids can move into the pores of rocks through the use pumps and existing gravity. What is the purpose of Underground Injection? While technologies exist for treatment of hazardous and non-hazardous fluids, it is costly to treat and release these fluids into surface waters. When wells are properly sited, constructed and operated, underground injection is an effective method of disposal. Because of groundwater contamination occurrences in the 1960-1970s as a result of underground injection, Congress passed the Safe Drinking Water Act (SDWA) in 1974 which required the Environmental Protection Agency (EPA) to establish a system of regulations for injection activities (Part C of the SDWA). The regulations are designed to establish minimum requirements for controlling all injection activities and provide mechanisms for implementation and authorization of enforcement authority and also provide protection for underground sources of drinking water (USDW). What is an injection well? The Underground Injection Control (UIC) program defines a well as any bored, drilled or driven shaft or a dug hole, where the depth is greater than the largest surface dimension that is used to discharge fluids underground. This definition covers a variety of injection practices from sophisticated wells that inject more than two miles underground to many types of on-site drainage systems, such as septic systems, cesspools and storm water wells that discharge to a few feet underground.