United States Office of Water EPA 816-R-01-007 

Environmental Protection (4601) March 2001 

Agency Washington, DC 20460 www.epa.gov/safewater 

Class I Underground Injection 

Control Program: Study of the Risks 

Associated with Class I Underground 

Injection Wells 
Contents 

Preface ..................................................................... iii

Executive Summary ............................................................ ix

Class I Expert Panel ...................................................... xv

I. Introduction ............................................................. 1

I.A Overview of Class I Wells ............................................ 2

I.B History of the UIC Program and Rulemakings Related to Class I Injection ......... 5

The 1980 UIC Regulations ............................................ 5

The RCRA Hazardous and Solid Waste Amendments ....................... 6

The Land Disposal Restrictions ......................................... 7

Phase I Rulemaking ................................................. 7

Phase II and III Rulemakings .......................................... 8

Phase IV Rulemaking ................................................ 9

II. Technology Summary ...................................................... 9

II.A Injection Well Technology ........................................... 10

II.B Geologic Siting .................................................... 12

II.C Class I Well Risks ................................................. 13

Well Failure ...................................................... 13

Pathways for Fluid Movement in the Area of Review ....................... 13

II.D Introduction to Modeling ............................................ 14

III. Options for Decharacterized Wastewaters ..................................... 16

IV. Oversight of Class I Wells ................................................. 17

IV.A Regulations and Criteria for Class I Wells ................................ 18

Siting Requirements ................................................ 18

Construction Requirements ........................................... 21

Operating Requirements ............................................. 22

Monitoring and Testing Requirements ................................... 23

Reporting and Record Keeping Requirements ............................. 25

Closure Requirements .............................................. 26

IV.B How EPA Administers the Class I UIC Program .......................... 27

EPA Headquarters’ Management of the National Program ................... 28

Regional Oversight of Primacy Programs ................................ 28

Direct Implementation of State Programs ................................ 30

i 
V. Risk Associated with Class I Wells ........................................... 30

V.A Studies of the Effectiveness of the UIC Regulations ......................... 30

Underground Injection Practices Council and 

General Accounting Office Studies ..................................... 30

The OSWER Report ............................................... 32

EPA Analysis of Class I MI Failures .................................... 33

V.B Qualitative Studies of Class I Wells ..................................... 34

V.C Quantitative Studies of Risks Due to Phase III Wastes ...................... 35

EPA OGWDW Draft Phase III LDR RIA ............................... 36

Comments by the Chemical Manufacturers Association on the 

Phase III LDR RIA ................................................ 37

EPA OGWDW Final RIA ........................................... 37

Evaluation of Risks from Exceedance of the UTS .......................... 38

V.D Other Studies of Risk Due to Class I Wells ............................... 38

Revisions to GeoTrans’ Modeling Assumptions ............................ 39

Probabilistic Risk Assessment of Class I Hazardous Wells ................... 40

VI. Conclusions ............................................................ 41

VII. Annotated Bibliography of Class I Documents .................................. 43

Appendix A: The Land Disposal Program Flexibility Act of 1996. 

Appendix B: Supplemental Risk Analysis in Support of The Class I UIC Regulatory 

Impact/Benefits Analysis For Phase III Wastes: Examination of Risks Associated 

With East Gulf Coast/Abandoned Borehole Scenario And Variations in 

Permeability Ratio Between The Injection Zone And The Confining Layer 

ii 
Preface 

The Land Disposal Program Flexibility Act of 1996 (Public Law 104-119) requires the 

United States Environmental Protection Agency (EPA) to complete a study of the risks to human 

health and the environment associated with hazardous waste disposal practices and directly 

related to decharacterized wastes managed by surface impoundments and Class I injection wells 

regulated under the Underground Injection Control (UIC) program. EPA has been charged with 

compiling information on these waste disposal activities and making a determination on whether 

existing programs administered by the Agency or the states are adequately protective or new 

regulations are needed to ensure safe management of these wastes. 

Two offices within EPA are tasked with this response. The Office of Solid Waste and 

Emergency Response, Office of Solid Waste (OSW) is preparing a study on surface 

impoundments to be completed within 5 years of the enactment of this legislation. The Office of 

Water, Office of Ground Water and Drinking Water (OGWDW) is conducting a study on Class I 

injection wells in a similar timeframe. This Study of the Risks Associated with Class I 

Underground Injection Wells is OGWDW’s response to Congress’ request. 

Direction of the Class I Study 

In the Act, Congress did not ask EPA to do an entirely new study regarding Class I UIC 

wells that would have required a re-collection of the large amount of report data and information 

already compiled. Nor did Congress require the states to contribute new field data or tabulations 

of data already being reported. 

EPA decided that the Class I study would describe the current Class I UIC Program, 

document past compliance incidents involving Class I wells, and summarize studies of human 

health risks associated with Class I injection conducted for past regulatory efforts and policy 

documentation. This compilation would serve as the basis for the Agency’s decision either to 

promulgate new regulations, or determine that existing Class I controls are adequate. This study 

would be submitted to appropriate members of Congress and their staffs and to fulfill the 

Agency’s commitment under the Act. 

The Study Report 

As stated above, this study is a compilation of existing information on the Class I UIC 

injection program. Much program data has been gathered on Class I hazardous and 

nonhazardous injection wells, and each type of well is regulated separately, but stringently. In 

the study, the hazardous and nonhazardous Class I requirements are presented together to give a 

complete picture of the UIC program. Many UIC Primacy states place requirements on Class I 

nonhazardous waste disposal wells under their jurisdiction that are equivalent to, or stricter than, 

the federal Class I hazardous well requirements. Moreover, the Agency believes, from 

information collected in past studies and reports related to rulemaking, that substantial volumes 

iii 
of decharacterized wastewaters are being managed in Class I hazardous injection wells, thus 

providing a significant degree of protection to human health and the environment. Any different 

requirements between Class I non-hazardous and hazardous wells are described and compared to 

give the reader a more complete perspective of the preventative aspects of the entire UIC Class I 

program. 

Based on the recommendations of expert reviewers, and to be consistent with the June 

1998 memorandum from President Clinton to all federal agencies to take steps to improve the 

clarity of government writing, this report is written in “plain English.” In addition, the authors 

assume that the audience is a mixture of educated non-scientists and people with a more 

sophisticated understanding of geology, risk analysis, and other relevant sciences. As a result, 

the report tries to educate the audience on the basic principles of geology, modeling, etc., and 

some portions could be considered repetitive by more knowledgeable readers. 

Data Needs and Initial Steps 

The study relies on secondary data, that is, existing information such as studies, reports, 

and background information documents prepared by EPA, the states, and others. By using 

existing information, OGWDW becomes bound by certain limitations, such as data accuracy, 

quality, soundness of methodology, and other pertinent technical data. However, EPA believes 

that such data are usually very accurate given the finite universe of Class I wells and the history 

of regulation of these wells by EPA and the states, among other things. EPA Regional Offices 

and the states have collected operational and construction-related data for these wells for a fairly 

long time, and such data are compiled and reviewed on a regular basis. Thus, the documents 

upon which the study is based are reliable. While many of these documents have not been peer 

reviewed, per se, they were subject to technical and policy review by informed individuals 

including regional staff, state staff, and other technical stakeholders. In most cases, they were 

developed to support Agency rulemakings and were therefore subject to public comment. A 

large library of such documents existed in EPA files and dockets as of 1996. 

As the initial step in conducting the study, in September 1996 EPA prepared a paper 

titled Class I Underground Injection Control Program: Background Document and Assessment 

of Risks Associated with Class I Underground Injection Wells. Prior to completion of this paper, 

OGWDW decided to investigate and apply the Office of Water Peer Review Process to ensure 

that the scientific and technical “underpinnings” of any decisions involving Class I UIC wells 

meet two important criteria: 

- They should be based on the best current knowledge from science, engineering, and 

other domains of technical expertise.

- They should be judged credible by those who deal with the Agency.

Although the Background Document, which represented a compilation of existing 

documents related to Class I UIC wells, was not judged to be a “major scientifically and 

iv 
technically based work product,” OGWDW determined that it would benefit from some form of 

technical review. Although the study addresses controversial issues, supports a policy decision, 

and could have significant impact on the investment of Agency resources, other tempering 

factors (i.e., it is not a new data collection but a compilation of existing studies and it represents 

an “update” of progress in the UIC Class I program) suggest that it is not a candidate for bona 

fide peer review. 

Expert Panel Process 

OGWDW chose to seek external review of the initial draft of the study document 

primarily to ensure scientific and technical accuracy. To do this, EPA engaged a contractor to 

convene a panel of experts in the scientific and technical subject matter. The panel was balanced 

to encompass a multi-disciplinary group of experts in other disciplines who could contribute to 

the full range of issues concerning Class I wells. 

The five-member panel’s experts have many years of experience with deep well injection 

and related technology. Panel members represented a variety of perspectives on Class I wells, 

including industry and consulting, state regulatory agencies, and academia. They have 

experience with development and oversight of EPA and state UIC programs, as well as permit 

preparation and review. Their technical expertise spans aquifer characterization, geohydrologic 

model development, no-migration petition demonstrations, well siting and construction, and well 

testing including mechanical integrity. The expert panel’s primary goal is to serve as peer 

reviewers and to further acknowledge that information and data collected is technically sound, 

appropriate, and accurate. 

OGWDW distributed the first draft of its work product on the Class I study to the expert 

panel in April 1998. After initial review, the entire panel met in Alexandria, Virginia, in late 

April 1998 to begin discussions. The panel provided substantial comment and recommended 

several changes to the text of the report, including reordering the presentation, adding a 

discussion on modeling methodology, and writing the report in plain English. EPA revised the 

draft based on the expert panel members’ comments and edits. A follow-up draft of the study 

was prepared and sent to the members for review in December 1998. The panel then met for a 

second time prior to a Ground Water Protection Council Meeting in New Orleans, Louisiana, in 

January 1999. Additional edits and comments were compiled via teleconferences and electronic 

mailings, and EPA prepared a third and final draft product in December 1999. 

v 
Distribution of the Study Document 

The Office of Water (OW) is providing the Class I study to Congress for its 

consideration. OW is also making the study available to states and other stakeholders, including 

the interested public through a number of mechanisms. As part of the communication strategy 

for such studies, EPA will place it on a list of UIC documents on OGWDW’s Web site, and 

make it available to the general membership of the Ground Water Protection Council and the 

National Drinking Water Council and via general Water Program announcements. 

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Exhibits 

Exhibit 1: Number of Class I Wells by State 

Exhibit 2: Hazardous and Nonhazardous Class I Wells 

Exhibit 3: A Typical Class I Injection Well 

vii 

Executive Summary 

In 1996, Congress enacted the Land Disposal Program Flexibility Act, which exempted 

Class I underground injection wells disposing of decharacterized hazardous wastes from the 

provisions of the Resource Conservation and Recovery Act (RCRA) Land Disposal Restrictions 

(LDRs). This legislation also required the U.S. Environmental Protection Agency (EPA) to 

conduct a study of such wastes and disposal practices to determine whether Class I wells pose 

risks to human health and the environment, and if current state or federal programs are adequate 

to address any such risks. EPA must also determine whether such risks could be better 

addressed under existing state or federal programs. Upon receipt of additional information or 

upon completion of such study and as necessary to protect human health and the environment, 

the Administrator may, but is not required to, impose additional requirements under existing 

Federal laws, including subsection (m)(1), or rely on other state or federal programs or 

authorities to address such risks. 

EPA’s Study of the Risks Associated with Class I Underground Injection Wells describes 

the Class I UIC Program, injection well technology, the Land Disposal Restrictions, and the 

1996 legislation; documents past failures of Class I wells; and summarizes studies of human 

health risks associated with injection via Class I wells, including non-hazardous and hazardous 

wells. The study also includes an updated risk analysis using Class I injection well data and an 

annotated bibliography of literature on injection via Class I wells. 

Class I wells inject industrial or municipal wastewater beneath the lowermost 

underground source of drinking water (USDW).1 Class I wells are designated as hazardous or 

nonhazardous, depending on the characteristics of the wastewaters injected. (Wastewaters are 

considered to be hazardous wastes if they demonstrate a hazardous characteristic of ignitability, 

corrosivity, reactivity, or toxicity, or are a listed waste as determined by EPA.) This designation 

affects the stringency of the requirements imposed on operators of Class I wells. The wastewater 

injected into Class I wells typically is associated with the chemical products, petroleum refining, 

and metal products industries. 

History: Early Concerns, EPA’s Response 

The practice of underground injection of wastewater began in the 1930s as oil companies 

began disposing of oil field brines and other waste products into depleted reservoirs. In the mid 

1960s and 1970s, injection began to increase sharply, growing at a rate of more than 20 new 

wells per year. In 1974, responding to concerns about underground injection practices, including 

failure of some wells, EPA issued a policy statement in which it opposed underground injection 

 EPA defines an underground source of drinking water as an aquifer or portion of an aquifer that supplies a public water 

system (PWS) or contains enough water to supply a PWS; currently supplies drinking water for human consumption or contains 

water with less than 10,000 milligrams/liter of total dissolved solids (TDS); and is not exempted by EPA or state authorities from 

protection as a source of drinking water (40 CFR 144.3). 

ix 

1
without strict control and clear demonstration that the wastes will not adversely affect ground 

water supplies. In December 1974, Congress enacted the Safe Drinking Water Act (SDWA), 

which required EPA to set requirements for protecting USDWs; EPA passed its Underground 

Injection Control (UIC) regulations in 1980. 

In 1984, Congress enacted the Hazardous and Solid Waste Amendments (HSWA) to 

RCRA, which banned the land disposal of hazardous waste, unless the hazardous waste is treated 

to meet specific standards. EPA amended the UIC regulations in 1988 to address the Hazardous 

and Solid Waste Amendments. Operators of Class I wells are exempt from the ban if they 

demonstrate that the hazardous constituents of the wastewater will not migrate from the disposal 

site for 10,000 years or as long as the wastewater remains hazardous. This demonstration is 

known as a no-migration petition. HSWA also requires EPA to set dates to prohibit the land 

disposal of all hazardous wastes: EPA has instituted the LDRs in a phased-in schedule. The 

Phase III LDR rule implemented the Land Disposal Program Flexibility Act. 

Class I Technology Ensures Safe Disposal 

Class I fluids are injected into brine-saturated formations thousands of feet below the 

land surface, where they are likely to remain confined for a long time. The geological formation 

into which the wastewaters are injected, known as the injection zone, is sufficiently porous and 

permeable so that the wastewater can enter the rock formation without an excessive build up of 

pressure. The injection zone is overlain by a relatively nonpermeable layer of rock, known as the 

confining zone, which will hold injected fluids in place and restrict them from moving vertically 

toward a USDW. 

EPA requires that Class I wells be located in geologically stable areas that are free of 

transmissive fractures or faults through which injected fluids could travel to drinking water 

sources. Well operators must also show that there are no wells or other artificial pathways 

between the injection zone and USDWs through which fluids can travel. The site-specific 

geologic properties of the subsurface around the well offer another safeguard against the 

movement of injected wastewaters to a USDW. 

All Class I wells are designed and constructed to prevent the movement of injected 

wastewaters into USDWs. Their sophisticated multi-layer construction has many redundant 

safety features. The well’s casing prevents the borehole from caving in and contains the tubing, 

or injection string. Constructed of a corrosion-resistant material such as steel or fiberglassreinforced plastic, the casing consists of an outer surface casing, which extends the entire depth 

of the well; and an inner long string casing that extends from the surface to or through the 

injection zone. The innermost layer of the well, the injection tubing, conducts injected 

wastewater from the surface to the injection zone. All of the materials of which injection wells 

are made are corrosion-resistant and compatible with the wastewater and the formation rocks and 

fluids into which they come in contact. A constant pressure is maintained in the annular space 

and is continuously monitored to verify the well’s mechanical integrity and proper operational 

x 
conditions. Trained operators are responsible for day-to-day injection well operation, 

maintenance, monitoring, and testing. 

EPA’s Requirements Minimize Risk 

There are two potential pathways through which injected fluids can migrate to USDWs. 

First, wells could have a loss of waste confinement; second, improperly plugged or completed 

wells or other pathways near the well can allow fluids to migrate to USDWs. EPA’s extensive 

technical requirements for Class I wells at 40 CFR 146 (for all Class I wells) and 148 (for 

hazardous waste wells) are designed to prevent contamination of USDWs via these pathways. 

The requirements for hazardous wells are more stringent than those for nonhazardous wells. 

Class I wells must be sited so that wastewaters are injected into a formation that is below 

the lowermost formation containing, within one-quarter mile of the well, a USDW. Class I well 

operators must demonstrate via geologic and hydrogeologic studies that their proposed injection 

will not endanger USDWs. Operators must identify all wells in the vicinity that penetrate the 

injection or confining zone, determine whether they could serve as pathways for migration of 

wastewaters, and take any corrective action necessary. In addition, Class I operators seeking to 

inject hazardous wastewaters must demonstrate via a no-migration petition that the hazardous 

constituents of their wastewaters will not migrate from the disposal site for as long as they 

remain hazardous. 

EPA requires that Class I wells be designed and constructed to prevent the movement of 

injected wastewaters into USDWs. These requirements specify the multi-layer design of Class I 

wells. Class I wells must be operated so that injection pressures will not initiate new fractures or 

propagate existing fractures in the injection or confining zones. Class I hazardous wells must be 

equipped with continuous monitoring and recording devices that automatically sound alarms and 

shut down the well whenever operating parameters exceed permitted ranges. 

Operators of Class I wells must continuously monitor the characteristics of the injected 

wastewater, annular pressure, and containment of wastewater within the injection zone. 

Operators also must periodically test the well’s mechanical integrity. 

Upon closing their wells, operators must flush the well with a non-reactive fluid, and tag 

and test each cement plug for seal and stability before the closure is completed. Operators must 

submit a plugging and abandonment report when closure is complete. 

Studies Assess the Safety of Class I Practices 

EPA and others have performed numerous studies to assess the risks associated with 

disposal via Class I wells. Early studies of the effectiveness of the 1980 UIC regulations looked 

xi 
at ways in which Class I wells fail.2 Many of the failures documented in these studies were a 

result of historic practices that are no longer acceptable under the UIC regulations. 

Although studies emphasizing risk of injection practices have primarily focused on Class 

I hazardous waste injection wells, EPA believes such studies to be very relevant to all Class I 

wells, including those managing decharacterized wastewaters. The Agency believes that a 

substantial volume of decharacterized wastewaters are, in fact, injected into Class I hazardous 

waste wells, thus affording a particularly strong level of public health protection from these 

activities. 

Studies performed in anticipation of the 1988 updates to the UIC regulations assessed the 

risks associated with disposal of hazardous wastewater via Class I wells. These include a twophase qualitative assessment of waste confinement potential in the Texas Gulf Coast geologic 

setting given either a grout seal failure or the presence of an unplugged abandoned borehole. An 

additional study assessed the difference in risk among various geologic settings. 

In support of EPA’s Phase III LDR rulemaking, the Office of Ground Water and Drinking 

Water (OGWDW) prepared a draft Benefits Analysis estimating the risks associated with 

injection of Phase III wastes into Class I hazardous wells; EPA revised the Benefits Analysis in 

response to comments in 1995. To provide a quantifiable analysis in support of the de minimis 

requirements in the proposed Phase III rule, EPA in 1996 analyzed cancer and noncancer risks of 

varying the underlying hazardous constituent concentrations for five Phase III LDR waste 

constituents. 

In the most recent studies of the risks posed by Class I wells, data on Class I wastewaters 

have been used to refine models of well failure scenarios. And failure-tree scenarios have been 

used to estimate quantitatively the risk that waste would no longer be contained based on the 

probabilities that sequences of events leading to containment loss would occur. 

Conclusions: Current Class I Regulations are Adequately Protective of 

Human Health and the Environment 

Since the early days of Class I injection, EPA has learned much about what makes Class 

I wells safe and what practices are unacceptable. The UIC regulations are based on the concept 

that injection into properly sited, constructed, and operated wells is a safe way to dispose of 

wastewater. 

Class I injection practices offer multiple safeguards against failure of Class I nonhazardous and hazardous waste wells, or the migration of injected fluids. For example, EPA 

requires operators to identify and address all improperly abandoned wells in the area of review 

Failures are defined by two potential pathways through which injected fluids can migrate to USDWs: failure of the well 

or improperly plugged or completed wells or other pathways near the well. 

xii 

2 
(AoR) around the injection well, because studies show that an unplugged abandoned borehole 

may contribute significantly to the migration of injected fluids from the injection zone. (Many 

of the states that oversee a large proportion of the Class I well inventory have even more 

stringent AoR requirements than does EPA.) In addition to the AoR requirement, Class I wells 

are sited to minimize the potential for waste migration and designed to minimize the possibility 

that the wells will fail. Inspections and well testing, along with passive monitoring systems, can 

detect malfunctions before wastewaters escape the injection system. Several decades of well 

operation bear this out: only four cases of significant wastewater migration from underground 

injection wells have been documented (none of which affected a drinking water source). 

Under EPA’s UIC regulations, the probability of loss of waste confinement due to Class I 

injection has been demonstrated to be low. The early problems with Class I wells were a result 

of historic practices that are not permissible under the UIC regulations. Class I wells have 

redundant safety systems and several protective layers to reduce the likelihood of failure. In the 

unlikely event that a well should fail, the geology of the injection and confining zones serve as a 

final check on movement of wastewaters to USDWs. 

Through modeling and other studies of Class I injection, EPA has learned much about the 

fate and behavior of hazardous wastewater in the subsurface. The 1988 UIC regulations 

implementing the HSWA offer additional protection by requiring operators of Class I hazardous 

wells to complete no-migration petitions to demonstrate that the hazardous constituents of their 

wastewater will not migrate from the injection zone for 10,000 years, or that characteristic 

hazardous wastewater will no longer be hazardous by the time it leaves the injection zone. EPA 

believes that a substantial volume of decharacterized wastewaters are being injected into Class I 

hazardous wells (which require a no-migration petition) because industrial, manufacturing, and 

petrochemical facilities typically do not segregate waste streams. Therefore, an extremely high 

level of protection, even above minimum federal requirements, is given by these practices. But, 

even the disposal of decharacterized wastewaters into a typical Class I non-hazardous well 

affords the public and the environment an extremely low level of risk from injection due to the 

multiple levels of safety features outlined in this study. 

xiii 

Class I Expert Panel 

EPA prepared the Study of the Risks Associated with Class I Underground Injection 

Wells in consultation with a panel of experts on Class I deep well injection practices. These 

experts were selected because of their experience with deep well injection and related 

technology; they represent industry and consulting, state regulatory agencies, and academia. 

The experts attended two working sessions on drafts of the study report, discussed the 

preliminary findings, and reviewed and offered comments on the technical accuracy of the study. 

E. Scott Bair, Ohio State University, Department of Geological Sciences

Professor E. Scott Bair is chair of the Department of Geological Sciences at Ohio State 

University. He teaches courses on quantitative groundwater flow modeling, hydrogeology, field 

methods in hydrogeology, contaminant hydrogeology, science in the courtroom, and water 

resources. He has worked with the U.S. Geological Survey and as a consultant on groundwater 

monitoring and groundwater modeling issues. Dr. Bair has written or co-written more than 40 

books, papers, and government-sponsored reports on groundwater monitoring, aquifer 

investigations, groundwater flow modeling, aquifer management, and wellhead protection area 

delineation. He was a 1998 fellow of the Geological Society of America and the 2000 BirdsallDreiss Distinguished Lecturer sponsored by the society. He is a member of the American 

Geophysical Union’s Horton Scholarship Committee and an associate editor of the journal 

Ground Water published by the National Ground Water Association. Dr. Bair earned his Ph.D. 

and Master’s degrees in Geology from the Pennsylvania State University and his Bachelor’s 

degree in Geology from the College of Wooster. 

Larry Browning, P.E., Geological Engineering Specialties 

A Principal with Geological Engineering Specialties, Larry Browning is an expert in every aspect 

of the UIC program. As a consultant or an EPA employee, Mr. Browning has supported virtually 

every UIC regulatory initiative since the program began and has in-depth knowledge of all 

classes of UIC wells. He was appointed special technical advisor to EPA’s landmark Class I 

Regulatory Negotiation Committee. For EPA’s Class I petition review process, Mr. Browning 

developed training documents and performed technical reviews of important petitions. He 

performed two analyses of Class I mechanical integrity failures, spanning 1988 through 1991 and 

1991 through 1998. Since 1975, he has performed over 120 technical studies for EPA, including 

a two-volume technical manual on wireline testing of Class II injection wells which is used in all 

10 EPA regions. Mr. Browning worked with EPA Region 6 and supported writing of the 

original UIC regulations. He has also performed ground water investigations, well testing, and 

investigations of injection wells and hazardous waste disposal facilities. Mr. Browning earned a 

Master’s degree in Geology from the University of Texas at Austin and a Bachelor’s degree in 

Geology from Northern Kentucky University. 

xv 
James Clark, DuPont Engineering 

James Clark has over 25 years’ experience, including 18 years with DuPont working on 

groundwater issues. As a senior leader for DuPont, he works on Class I UIC issues spanning 

well construction, permitting, testing, and no-migration petitions. In this capacity, he has written 

numerous publications on injection issues and regulatory requirements for Class I wells. For the 

past 14 years, Mr. Clark has served as a technical representative to the Chemical Manufacturers 

Association’s UIC Group; in this capacity, he worked on an assessment of the risk associated 

with Class I injection. Prior to joining DuPont, Mr. Clark worked as a geohydrologist with Law 

Engineering Testing Co. where he gained 4 years’ experience on suitability studies of salt domes 

as repositories for nuclear waste. He also served as Chief Geologist for the Georgia Department 

of Transportation. Mr. Clark has written over 20 publications on Class I injection, waste 

confinement, aquifer monitoring, and groundwater flow. Mr. Clark has a Master’s degree in 

geophysical sciences from the Georgia Institute of Technology and a Bachelor’s degree in 

geology from Auburn University. 

Ben Knape, TNRCC, UIC Permit Team 

For over 20 years, Ben Knape has worked with the Texas Natural Resource Conservation 

Commission (TNRCC) and its predecessors on regulation of Class I injection wells and oversight 

of the state’s UIC program. As a UIC Program geologist, Mr. Knape focuses on ground water 

studies and the use of Class I wells for industrial waste disposal. As UIC program administrator, 

he served as project coordinator on revising the commission’s UIC program to reflect a 

significant rulemaking, which included strengthening construction and performance standards for 

Class I wells and interpreting and implementing the commission’s program standards for Class I 

well monitoring and inspections. Mr. Knape has served as co-chair of the Ground Water 

Protection Council’s Division I, representing Class I injection issues, and is a board member of 

the Underground Injection Practices Research Foundation. He is leader of TNRCC’s UIC 

Permits Team for Class I and Class III wells. Mr. Knape holds degrees in Geology and Zoology 

from the University of Texas at Austin. 

David Ward, Michael Baker Jr., Inc. 

David Ward recently joined Michael Baker Jr., Inc. as Director of the Technology Applications 

Division. He has over 20 years of experience as a consultant, with expertise in hydrogeologic 

modeling of groundwater flow and hazardous waste transport in porous and fractured media. He 

has managed projects for EPA and industrial clients on deep well injection of hazardous wastes, 

including well test interpretation, groundwater flow and waste confinement, and no-migration 

petition preparation. Mr. Ward performed numerical simulations of well failures in a variety of 

geologic settings. He has prepared applications of flow and transport codes for many 

hydrogeologic models, including SWIFT and MODFLOW, including applications to 

geochemical analyses and no-migration demonstrations. He has written more than 80 

publications on groundwater flow, waste transport, and well failure simulations. Mr. Ward 

holds a Master’s degree in Water Resources from Princeton University and a Bachelor’s degree 

in Civil Engineering from Lehigh University. 

xvi 
Abbreviations

ACC American Chemistry Council 

AoR Area of Review 

BDAT Best Demonstrated Available Technology 

CFR Code of Federal Regulations 

CMA Chemical Manufacturers Association 

DI Direct Implementation 

EPA U.S. Environmental Protection Agency 

GAO General Accounting Office 

GWPC Ground Water Protection Council 

HSWA Hazardous and Solid Waste Amendments 

HWIR Hazardous Waste Identification Rule 

LDR Land Disposal Restriction 

MI Mechanical Integrity 

MIT Mechanical Integrity Test 

OAL Oxygen Activation Log 

OGWDW Office of Ground Water and Drinking Water 

OSWER Office of Solid Waste and Emergency Response 

PWS Public Water System 

RCRA Resource Conservation and Recovery Act 

RIA Regulatory Impact Analysis 

RTS Radioactive Tracer Survey 

SDWA Safe Drinking Water Act 

TDS Total Dissolved Solids 

TRI Toxic Release Inventory 

UHC Underlying Hazardous Constituent 

UIC Underground Injection Control 

UIPC Underground Injection Practices Council 

USDW Underground Source of Drinking Water 

UTS Universal Treatment Standards 

xvii 

I. Introduction 

The U.S. Environmental Protection Agency (EPA) regulates Class I underground 

injection wells under the Safe Drinking Water Act (SDWA) and the Hazardous and Solid Waste 

Amendments of the Resource Conservation and Recovery Act (RCRA). These regulations 

establish siting, design, construction, and monitoring requirements for Class I injection wells to 

ensure protection of underground sources of drinking water (USDWs) from injected wastewater. 

HSWA prohibits injection of certain hazardous wastewater3 unless the well operator can prove 

that the injected wastewater will not migrate out of the injection zone for as long as the 

wastewater remains hazardous. 

Under the Land Disposal Program Flexibility Act of 1996,4 Congress declared that 

wastewaters considered hazardous only because they exhibit a hazardous characteristic 

(ignitability, corrosivity, reactivity, or toxicity) are not prohibited from land disposal if they do 

not exhibit the characteristic (i.e., decharacterized) at the point of disposal. Class I well 

operators do not, therefore, have to identify and treat underlying hazardous constituents in these 

decharacterized wastewaters prior to injection. This legislation effectively overturned the D.C. 

Circuit Court’s opinion in Chemical Waste Management v. EPA, 976 F. 2d 2 (D.C. Cir. 1992). 

EPA had interpreted the D.C. Circuit Court’s opinion to require that hazardous constituents in 

characteristic wastes be removed, destroyed, or immobilized through treatment before the 

wastewaters were available for land disposal. 

In passing the Land Disposal Program Flexibility Act, Congress stated the following (see 

Appendix A for the complete text of the Act): 

Not later than 5 years after the date of enactment of this paragraph, the 

Administrator shall complete a study of hazardous waste managed pursuant to 

paragraph (7) or (9) to characterize the risks to human health or the environment 

associated with such management. In conducting this study, the Administrator 

shall evaluate the extent to which risks are adequately addressed under existing 

state or federal programs and whether unaddressed risks could be better addressed 

under such laws or programs. [PL 104-119 s 2 (10)] 

3 In order for a waste to be a hazardous waste, it must not be excluded by EPA under 40 Code of Federal Regulations (CFR) 

261.4(a) or through the delisting process under 40 CFR 260.22. There are two major categories of hazardous wastes: listed 

wastes and characteristic hazardous wastes. The listed hazardous wastes are described in Subpart D of 40 CFR 261. The second 

major category of hazardous wastes includes any wastewater that exhibits any or all of the four characteristics of hazardous waste 

(i.e., ignitability, corrosivity, reactivity, and toxicity) described in Subpart C of 40 CFR 261. Characteristic wastes are identified 

by sampling a wastewater, or using appropriate company records concerning the nature of the wastewater, to determine whether a 

wastewater has the relevant properties. 

4 Public Law 104-119, March 26, 1996. 

1 
Study of the Risks Associated with Class I UIC Wells 

In response to Congress’ requirement for such a study, EPA identified the need for a 

document that synthesizes existing information on the Class I program, including documented 

studies of the risks to human health or the environment posed by Class I injection wells. This 

document presents this information by: 

C Providing an overview and history of EPA’s Class I Underground Injection 

Control (UIC) program. 

C Summarizing the geologic, engineering, and modeling sciences as they relate to 

Class I injection and outlining the risks associated with Class I wells. 

C Describing the regulations designed to minimize the potential threat Class I wells 

pose to human health or the environment, and reviewing the Land Disposal 

Restrictions, the D.C. Circuit Court’s opinion, and the 1996 legislation. 

• Presenting studies that document Class I well failures, synthesizing various 

studies of human health risks associated with Class I injection wells, and updating 

a risk analysis using recent Class I injection well data. 

C Providing an annotated bibliography of documents related to Class I injection 

wells. 

I.A Overview of Class I Wells 

By definition, Class I wells inject industrial or municipal wastewater beneath the 

lowermost USDW.5 An underground source of drinking water is an aquifer or portion of an 

aquifer that supplies a public water system (PWS) or contains enough water to supply a PWS, 

supplies drinking water for human consumption or contains water with less than 10,000 milligrams/liter of total dissolved solids (TDS), and is not exempted by EPA or state authorities from 

protection as a source of drinking water.6 Class I wells are classified as hazardous or 

nonhazardous, depending on the characteristics of the wastewaters injected.7 Class I wells 

5 The UIC Program oversees four other classes of wells, in addition to Class I wells. Class II wells are used to dispose of 

fluids which are brought to the surface in connection with oil or natural gas production, to inject fluids for enhanced recovery of 

oil or natural gas, or to store hydrocarbons. Class III wells inject fluids for the extraction of minerals. Class IV wells inject 

hazardous or radioactive waste into or above strata that contain a USDW (these wells are banned). Class V includes wells not 

included in Classes I, II, III, or IV. Typical examples of Class V wells are agricultural drainage wells, storm water drainage 

wells, industrial drainage wells, untreated sewage waste disposal wells, and cesspools. 

6 40 CFR 144.3. 

7 Hazardous wastes are defined at 40 CFR 261. 

2 
Study of the Risks Associated with Class I UIC Wells 

permitted to inject hazardous wastewater are referred to as hazardous wells; those that inject only 

nonhazardous wastewater are known as nonhazardous wells. Class I wells used for disposal of 

treated municipal sewage effluent are referred to as Class I municipal wells. 

Many Class I wells inject wastewater associated with the chemical products, petroleum 

refining, and metal products industries. Injected wastewaters vary significantly based on the 

process from which they are derived. Some of the most common wastewaters are manufacturing 

process wastewater, mining wastes, municipal effluent, and cooling tower and air scrubber 

blowdown. 

Class I municipal wells are found only in Florida, primarily due to a shortage of available 

land for waste disposal, strict limitations on surface water discharges, the presence of highly 

permeable injection zones, and cost considerations. Class I municipal wells inject sewage 

effluent that has been subject to at least secondary treatment. These wells have been constructed 

with well casings up to 30 inches in diameter to allow injection of large volumes of water (e.g., 

over 19 million gallons per day) at low pressures (e.g., about standard atmospheric pressure). 

Class I municipal wells are not subject to the same strict requirements as other Class I wells. 

This study does not address Class I municipal wells because they are not included in the Land 

Disposal Program Flexibility Act’s mandate to Study Class I injection. 

Currently, there are 473 Class I wells in the United States, of which 123 are hazardous, 

and 350 are nonhazardous or municipal wells. Most Class I wells are located in EPA Regions 6 

(184 wells), 4 (134 wells), and 5 (53 wells). Texas has the greatest number of Class I hazardous 

wells (64), followed by Louisiana (17). Florida has the greatest number of nonhazardous wells 

(the majority of which are municipal wells), followed by Texas and Kansas. Exhibit 1 presents 

the national distribution of hazardous and nonhazardous Class I wells; Exhibit 2 shows the 

relative numbers of hazardous and nonhazardous Class I wells. 

3

Exhibit 1 

Number of Class I Wells by State 

Primacy State * 

1/122 

0/3 

2/5 

1/0 

4/1 4/7 

9/15 

10/3 

6/10 

17/25 

0/1 

0/12 

64/49 

5/41 

0/1 

0/6 

0/2 

0/28 

0/12 

0/4 

0/3 

Direct Implementation State * 

* See Section IV.B for explanation.

 EPA Regions are outlined.

 Number of wells in State denoted: Hazardous/Nonhazardous. 

Source: EPA’s Class I Well Inventory, 1999. 
Study of the Risks Associated with Class I UIC Wells 

Exhibit 2 

Hazardous and Nonhazardous Class I Wells 

I.B History of the UIC Program and Rulemakings Related to Class I Injection 

Underground injection of wastewater began in the 1930s when oil companies began 

disposing of oil field brines and other oil and gas waste products into depleted reservoirs. Most 

of the early injection wells were oil production wells converted for wastewater disposal. In the 

1950s, injection of hazardous chemical and steel industry wastes began. At that time, four Class I 

wells were reported; by 1963, there were 30 wells. In the mid 1960s and 1970s, Class I injection 

began to increase sharply, growing at a rate of more than 20 wells per year. 

The 1980 UIC Regulations 

Prior to EPA’s regulation of Class I injection wells, several cases of well failures 

occurred. The Hammermill Paper Company in Erie, PA, and the Velsicol Chemical Corporation 

in Beaumont, TX, are two examples. 

• In April 1968, corrosion caused the casing of Hammermill Paper Company’s 

No. 1 well to rupture and spent pulping liquor to flow onto the land and enter 

Lake Erie. Additionally, a noxious black liquid seeped from an abandoned gas 

well at Presque Isle State Park, 5 miles away. The Pennsylvania Department of 

5

Study of the Risks Associated with Class I UIC Wells 

Environmental Resources suspected (though never conclusively determined) that 

wastewaters from Hammermill’s injection well migrated up the unplugged, 

abandoned well bore. 

• In 1974 and 1975 the Velsicol Chemical Company noted lower than normal 

injection pressures in one of its two injection wells, which was designed without 

tubing. In 1975, Velsicol shut down the well to determine the cause of the 

decreased injection pressures, and an inspection revealed numerous leaks in the 

well’s casing. The company decided to plug the well and drill a new one. During 

the course of the abandonment, Velsicol determined that contaminated 

wastewater had leaked to a USDW. The wastewater was pumped from the 

aquifer. 

In 1974, responding to concerns about underground injection practices, EPA issued a 

policy statement in which the Agency opposed underground injection “without strict control and 

clear demonstration that such wastes will not interfere with present or potential use of subsurface 

water supplies, contaminate interconnected surface waters or otherwise damage the 

environment.” In December 1974, Congress enacted the SDWA, which required EPA to set 

requirements for protecting USDWs. 

EPA promulgated the UIC regulations in 1980 based on the idea that, properly 

constructed and operated, injection wells are a safe mechanism for disposing of liquid waste. 

The SDWA provided a definition of an underground source of drinking water; the 1980 UIC 

regulations categorized injection wells into five classes. The regulations established technical 

requirements for siting, construction, operating, and closure of injection wells. These 

regulations are described in section IV.A. 

The RCRA Hazardous and Solid Waste Amendments 

In 1984, Congress enacted the Hazardous and Solid Waste Amendments (HSWA) to 

RCRA, which banned the land disposal of hazardous waste, unless the hazardous waste is treated 

to meet specific concentration-based or technology-based standards, or unless the hazardous 

waste is injected into a land disposal unit that has an approved “no-migration” exemption. 

Underground injection is included in the definition of land disposal methods that require 

regulation at section 3004(k) of HSWA. 

EPA amended the UIC regulations in 1988 to address the amendments to RCRA. The 

1988 changes require operators of Class I hazardous wells to demonstrate through sophisticated 

models that the hazardous constituents of the wastewater will not migrate from the disposal site 

for 10,000 years, or as long as the wastewater remains hazardous. This demonstration is known 

as a no-migration petition, which may be in the form of a fluid flow petition or a waste 

transformation petition (see section IV.A for more on these demonstrations). 

6

Study of the Risks Associated with Class I UIC Wells 

Once a no-migration petition is approved, an operator may inject only wastes that are 

listed in the petition. Operators who do not successfully complete the petition process must 

either treat their wastewater to acceptable levels, stop injecting, or implement pollution 

prevention measures, as specified by EPA in the regulations. EPA’s treatment standards are 

based on the performance of the best demonstrated available technology (BDAT). EPA may also 

set treatment standards as constituent concentration levels, and the operator may use any 

technology not otherwise prohibited to treat the wastewater. 

The Land Disposal Restrictions 

HSWA also requires EPA to set dates to prohibit the land disposal of all hazardous 

wastes (40 CFR 148 and 40 CFR 268). EPA was required to promulgate, by May 8, 1990, land 

disposal prohibitions and treatment standards for all wastes that were either listed or identified as 

hazardous at the time of the 1984 amendments. The Agency was also required to promulgate 

prohibitions and standards for wastes listed or identified as hazardous after the 1984 

amendments, within 6 months of the listing or identification of these wastes. EPA did not meet 

all of these deadlines and, as a result, the Environmental Defense Fund (EDF) filed a lawsuit 

which resulted in a consent decree outlining a schedule for adoption of prohibitions and 

treatment standards for hazardous wastes (EDF v. Reilly, Cir. No. 89-0598, D.D.C). Various 

wastes have been listed or identified as hazardous, and Congressionally mandated prohibitions 

on land disposal of these wastes have been instituted in a phased-in schedule. Progress on each 

phase of the Land Disposal Restriction (LDR) rulemakings is described below. 

Phase I Rulemaking 

Phase I included Congressionally mandated restrictions on spent solvents and dioxins, 

hazardous wastes that were banned from land disposal by the State of California (known as 

“California list” wastes), and an assessment of all the hazardous wastes listed in 40 CFR 261. 

Since there were a large number of these wastes, this requirement was divided into three parts, 

referred to as the first, second, and third-thirds wastes. The Third-Thirds rule, published in June 

1990 (55 FR 22520, June 1, 1990), addressed regulation of characteristic wastes (i.e., wastes 

considered hazardous because they exhibit a characteristic of ignitability, corrosivity, reactivity, 

or toxicity). This rulemaking did not require treatment of underlying hazardous constituents 

(UHCs) in these characteristic wastes, and it generally allowed for the use of dilution to remove 

the characteristic in order to meet disposal standards. 

In 1992, the D.C. Circuit court’s opinion in Chemical Waste Management v. EPA, 976 

F.2d 2 (D.C. Cir. 1992) essentially negated the 1990 Third-Thirds rule. In this decision, the 

court made a number of rulings pertaining to treatment standards for characteristically hazardous 

wastes. First, the court held that LDR requirements can continue to apply to characteristic 

hazardous wastes even after they no longer exhibit a hazardous characteristic. Second, to satisfy 

7

Study of the Risks Associated with Class I UIC Wells 

the requirements of RCRA section 3004(m) that address both short-term and long-term threats 

posed by land disposal, the court held that it is not enough that short-term threats are addressed 

(e.g., waste is rendered no longer corrosive). Instead, the court believed that long-term threats 

posed by toxic underlying hazardous constituents contained in the characteristically hazardous 

wastewater must be addressed. Third, the court held that dilution was not an acceptable means 

of treating hazardous constituents because it did not remove, destroy, or immobilize hazardous 

constituents. 

This decision would have far-reaching implications for operators of Class I nonhazardous 

wells because a large number of these wells inject decharacterized wastewaters (e.g., 

wastewaters rendered nonhazardous through treatment or commingling with other wastewaters). 

These operators would have to reduce the UHCs to treatment standard levels through source 

reduction and waste segregation and remove the characteristic which rendered the waste 

hazardous. 

Phase II and III Rulemakings 

EPA published the Phase II LDR rule in September 1994. It established concentrationbased “universal treatment standards” (UTS) for 216 characteristic and listed wastes. The UTS 

simplified treatment standards by setting uniform constituent concentration levels across all 

types of wastes and replacing concentration standards, which could vary based on the type of 

waste containing the constituents. These technology-based UTS may eventually be superseded, 

or capped, by the proposed risk-based exit levels in the Hazardous Waste Identification Rule 

(HWIR) (60 FR 66344, December 21, 1995). 

In the Phase III Rule, as proposed in March 1995, the Agency suggested that Class I 

operators could segregate their characteristically hazardous wastes and treat just that volume of 

the wastewater to treatment standard levels in order to meet the treatment requirements. 

However, a number of commenters on the proposed rule indicated segregation was both 

technically and economically impractical due to the way wastewater is handled at Class I 

facilities. Commenters also noted that segregation and treatment could pose greater human 

health risks than underground injection. The other alternatives available to these operators were 

to seek a no-migration variance, apply for a case-by-case capacity variance (in addition to an 

existing national capacity variance), or reduce mass loadings of hazardous constituents by 

instituting pollution prevention measures. 

On March 26, 1996, President Clinton signed the Land Disposal Program Flexibility Act. 

In effect, this legislation put back in place the approach adopted by EPA in the Third-Thirds rule 

of 1990 on the disposal of decharacterized wastewater. The new legislation stated, in essence, 

that hazardous wastes which are hazardous only because they exhibit a characteristic are not 

prohibited from Class I nonhazardous well disposal if they no longer exhibit the characteristic at 

8

Study of the Risks Associated with Class I UIC Wells 

the point of injection. The characteristic can be removed by any means, including dilution or 

other deactivation through aggregation of different wastewaters. Operators of Class I 

nonhazardous wells do not, therefore, have to identify and treat underlying hazardous 

constituents. Nonhazardous Class I facilities injecting decharacterized wastewater would not be 

reclassified as hazardous and would not have to make no-migration demonstrations or treat 

underlying hazardous constituents in order to keep injecting these wastes. The legislation also 

called for a study, to be completed within 5 years of the Act’s passage, which would assess the 

risks of land disposal and Class I underground injection of decharacterized wastes. 

The final Phase III LDR rule, published in April 1996, implemented the Land Disposal 

Program Flexibility Act by narrowing the applicability of UTS to decharacterized wastewaters 

managed in Class I wells. The Phase III rule also addressed issues related to small quantity 

generators by establishing a de minimis volume exclusion. Under this approach, Class I 

operators could continue injecting small volumes of characteristically hazardous wastewaters 

when mixed with a greater volume of nonhazardous waste. Class I facility wastewaters that meet 

the de minimis standard must have hazardous waste constituent concentrations of less than 10 

times the established UTS at the point of generation. In addition, the facility’s hazardous 

wastewater must account for less than 1 percent of the total flow at the point of injection and 

after commingling with the nonhazardous streams. Finally, the total volume of the hazardous 

streams must be no more than 10,000 gallons per day. 

Phase IV Rulemaking 

EPA published the Phase IV LDR rule on May 12, 1997 and May 26, 1998, establishing 

treatment standards and land disposal restrictions for wood preserving, toxicity characteristic 

metals, and mineral processing wastewaters. EPA estimated that the economic impact of 

restricting these wastes from disposal in Class I wells is minimal. Although the annual volume 

of Phase IV wastes is small, treatment capacity is not readily available or applicable because 

Phase IV wastes are process wastes injected on-site. Meeting no-migration demonstrations or 

other proposed management options may be difficult for most facilities at this time. A 2-year 

capacity variance has been granted to deal with the lack of treatment capacity. 

II. Technology Summary 

Injection engineering technology, regional and local geologic characterization, and sitespecific mathematical modeling are combined to ensure that injected fluids from Class I wells 

travel to their intended location safely away from USDWs, and remain there for as long as they 

pose a risk to human health or the environment. 

9

Study of the Risks Associated with Class I UIC Wells 

II.A Injection Well Technology 

Class I wells are designed and constructed to prevent the movement of injected 

wastewaters into USDWs. Wells typically consist of three or more concentric layers of pipe: 

surface casing, long string casing, and injection tubing.8 Exhibit 3 shows the key construction 

elements of a typical Class I well. 

The well’s casing prevents the borehole from caving in and contains the tubing. It 

typically is constructed of a corrosion-resistant material such as steel or fiberglass-reinforced 

plastic. Surface casing is the outermost of the three protective layers; it extends from the 

surface to below the lowermost USDW. The long string casing extends from the surface to or 

through the injection zone. The long string casing terminates in the injection zone with a 

screened, perforated, or open-hole completion, where injected fluids exit the tubing and enter 

the receiving formation. The well casing design and materials vary based on the physical and 

chemical nature of injected and naturally occurring fluids in the rock formation, as well as the 

formation’s characteristics. The wastewater must be compatible with the well materials that 

come into contact with it. Cement made of latex, mineral blends, or epoxy is used to seal and 

support the casing. 

The characteristics of the receiving formation determine the appropriate well completion 

assembly—a perforated or screen assembly is appropriate for unconsolidated formations such as 

sand and gravel, while an open-hole completion is used in wells that inject into consolidated 

sandstones or limestone. 

The innermost layer of the well, the injection tubing, conducts injected wastewater from 

the surface to the injection zone. Because it is in continuous contact with wastewater, the tubing 

is constructed of corrosion-resistant material (e.g., steel and high-nickel alloys, fiberglassreinforced plastic, coated or lined alloy steel, or more exotic elements such as zirconium, 

tantalum, or titanium). 

The annular space between the tubing and the long string casing, sealed at the bottom by 

a packer and at the top by the wellhead, isolates the casing from injected wastewater and creates 

a fluid-tight seal. The packer is a mechanical device set immediately above the injection zone 

that seals the outside of the tubing to the inside of the long string casing. The packer may be a 

simple mechanically set rubber device or a complex concentric seal assembly. Constant pressure 

is maintained in the annular space; this pressure is continuously monitored to verify the well’s 

mechanical integrity and proper operational conditions. 

All three layers are required of Class I hazardous wells [40 CFR 146.65(c)]. 

10 

8 
Study of the Risks Associated with Class I UIC Wells 

Exhibit 3 

A Typical Class I Injection Well 

11
Study of the Risks Associated with Class I UIC Wells 

II.B Geologic Siting 

In addition to the multiple safeguards of the injection well design, the geologic properties 

of the subsurface around the well offer a final safeguard against the movement of injected 

wastewaters to a USDW. Class I wells are sited so that, should any of their components fail, the 

injected fluids would be confined to the intended subsurface layer. 

Class I wells inject into zones with the proper configuration of rock types to ensure that 

they can safely receive injected fluids. The geological formation into which the wastewaters are 

injected is known as the injection zone . Extensive pre-siting geological tests confirm that the 

injection zone is of sufficient lateral extent and thickness and is sufficiently porous and 

permeable so that the fluids injected through the well can enter the rock formation without an 

excessive build up of pressure and possible displacement of injected fluids outside of the 

intended zone. The injection zone is overlain by one or more layers of relatively impermeable 

rock that will hold injected fluids in place and not allow them to move vertically toward a 

USDW; this rock layer(s) defines the confining zone . Confining zones are typically composed 

of shales, which are “plastic,” meaning they are less likely to be fractured than more brittle 

rocks, such as sandstones. 

Class I fluids are injected deep into the earth into brine-saturated formations or nonfreshwater zones. The typical Class I well injects wastewaters into geologic formations 

thousands of feet below the land surface. In the Great Lakes region, injection well depths 

typically range from 1,700 to 6,000 feet; in the Gulf Coast, depths range from 2,200 to 12,000 

feet or more. Fluids at these depths move very slowly, on the order of a few feet per hundred or 

even thousand years, meaning that fluids injected into the deep subsurface are likely to remain 

confined for a long time. 

Class I hazardous wells are located in geologically stable areas. The operator of a well 

must demonstrate that there are no transmissive fractures or faults9

 in the confining rock layer(s) 

through which injected fluids could travel to drinking water sources. Well operators also must 

show that there are no wells or other artificial pathways between the injection zone and USDWs 

through which fluids can travel. EPA regulations prevent Class I hazardous wells from being 

sited in areas where earthquakes could occur and compromise the ability of the injection zone 

and confining zone to contain injected fluids. 

A transmissive fracture or fault is one that has sufficient permeability and vertical extent to allow movement of fluids 

between formations. 

12 

9 
Study of the Risks Associated with Class I UIC Wells 

II.C Class I Well Risks 

There are two potential pathways through which injected fluids can migrate to USDWs: 

(1) failure of the well or (2) improperly plugged or completed wells or other pathways near the

well. EPA’s extensive technical requirements for Class I wells are designed to prevent 

contamination of USDWs via these pathways. 

Well Failure 

Contamination due to well failure is caused by leaks in the well tubing and casing or 

when injected fluid is forced upward between the well’s outer casing and the well bore should 

the well lose mechanical integrity (MI). Internal mechanical integrity is the absence of 

significant leakage in the injection tubing, casing, or packer. An internal mechanical integrity 

failure can result from corrosion or mechanical failure of the tubular and casing materials. 

External mechanical integrity is the absence of significant flow along the outside of the casing. 

Failure of the well’s external mechanical integrity occurs when fluid moves up the outside of the 

well due to failure or improper installation of the cement. To reduce the potential threat of well 

failures, operators must demonstrate that there is no significant leak or fluid movement through 

channels adjacent to the well bore before the well is issued a permit and allowed to operate. In 

addition, operators must conduct appropriate mechanical integrity tests (MITs) every year (for 

hazardous wells) and every 5 years (for nonhazardous wells) thereafter to ensure the wells have 

internal and external MI and are fit for operation. It is important to note that failure of an MIT, 

or even a loss of MI, does not necessarily mean that wastewater will escape the injection zone. 

Class I wells have redundant safety systems to guard against loss of waste confinement (see 

section III.A for further discussion). 

Pathways for Fluid Movement in the Area of Review 

The Area of Review (AoR) is the zone of endangering influence around the well, or the 

radius at which pressure due to injection may cause the migration of the injectate and/or 

formation fluid into a USDW. Improperly plugged or completed wells that penetrate the confining zone near the injection well can provide a pathway for fluids to travel from the injection zone 

to USDWs. These potential pathways are most common in areas of oil and gas exploration. Because the geologic requirements for Class I hazardous injection activities are similar to those for 

oil and gas exploration, these activities often take place in the same areas. EPA estimates that 

there may be as many as 300,000 abandoned wells and 100,000 producing wells potentially in 

the AoRs of Class I injection wells. 

To protect against migration through this pathway, wells that penetrate the zone affected 

by injection pressure must be properly constructed or plugged. Before injecting, operators must 

13

Study of the Risks Associated with Class I UIC Wells 

identify all wells within the AoR that penetrate the injection or confining zone, and repair all 

wells that are improperly completed or plugged before a permit is issued. 

Fluids could potentially be forced upward from the injection zone through transmissive 

faults or fractures in the confining beds which, like abandoned wells, can act as pathways for 

waste migration to USDWs. Faults or fractures may have formed naturally prior to injection or 

may be created by the waste dissolving the rocks of the confining zone. Artificial fractures may 

also be created by injecting wastewater at excessive pressures. To reduce this risk, injection 

wells are sited such that they inject below a confining bed that is free of known transmissive 

faults or fractures. In addition, during well operation, operators must monitor injection pressures 

to ensure that fractures are not propagated in the injection zone or initiated in the confining zone. 

II.D Introduction to Modeling 

Site-specific modeling of wastewater migration is the foundation of a no-migration 

demonstration that hazardous wastewaters will remain in the injection zone for as long as they 

remain hazardous. Models are also the basis on which the requirements for hazardous and 

nonhazardous waste disposal were developed. A long-term analysis is the only way to know with 

absolute certainty what will happen to injected fluids; however this is impractical, given the time 

frames involved in movement of deep-injected fluids. The purpose of modeling is to provide 

long-term prediction of the extent of injected wastewater migration at great depths and 

demonstrate, using conservative assumptions, that the wastewater will remain contained or 

rendered nonhazardous. Modeling is based on rigorous science, and models are well-established 

scientific tools. All of the models on which studies and no-migration petitions are based are 

accepted by the scientific and regulatory communities. 

The modeling process has several components: the conceptual model, the mathematical 

model or equations, and the numerical model or computer code used to solve the equations. In 

general, modeling is a conceptual representation, using simplifying assumptions about the 

injection well, the surrounding formation, and well operations. The mathematical model 

involves equations to represent the conservation of mass and momentum. The equations 

simulate fluid pressure and chemical or constituent concentration levels changes over time. 

Because of the difficulty in measuring the slow movement of fluids over long time periods (i.e., 

10,000 years at great depths), the injection and emplacement of the wastewater is modeled 

mathematically using complex computer simulations. 

The conceptual model is a simplified representation of the geologic strata in the vicinity 

of the injection well. It is envisioned that the well operations include wastewater injection 

operations, based on both the actual operational history of the site and future injection 

conditions. In addition, the model includes a post-operation period of 10,000 years in which the 

wastewater will migrate from the point of emplacement in the injection zone. Several processes 

are considered in the conceptual model, including pressure build-up, fluid displacement, mixing 

14

Study of the Risks Associated with Class I UIC Wells 

or dispersion of the injected wastewater and the native formation fluids, and fluid density 

differences. 

Mathematical models are used to simulate the injection and migration of fluids within the 

injection zone. These models include fluid flow and dissolved contaminant transport within 

geologic materials using mathematical expressions based on the physical principles associated 

with the geology and the native (in situ) and injected fluids. Within the model, the injection 

zone and the confining zone are defined by subdividing the region into series of adjoining 

“cells.” The lateral extent of the model is often several miles wide. The cells or blocks are 

defined in order to segment the region both vertically and laterally. Each cell within the 

modeled region has defined geologic parameters and fluid properties including permeability, 

porosity, compressibility, dispersivity, fluid density and viscosity. The mathematical models 

solve for the fluid pressure and chemical concentration. Realistic modeling requires considerable 

knowledge about the fluid properties of the injectate and the physical properties of the rock 

formation, all of which serve as inputs to the model. It is also possible to mathematically 

simulate chemical interactions between the injected fluids, the native fluids, and the geologic 

formation. More complex models also include a representation of the complex geologic 

structure through a series of surface and subsurface maps. 

The models or computer codes are used to simulate the effects of injecting fluids at some 

initial time into one or more of the cells and predict the flow and chemical concentration 

transferred from cell to cell over an extended period of time. Many calculations take place in the 

model. At each time step (i.e., from the start of the injection operations to 10,000 years), the 

model must track the new amount of wastewater injected, the flow and chemical flux into 

adjacent cells, and the subsequent flow and chemical flux from cell to cell. There may be 

thousands of cells in a model, and the flow and chemical flux must be calculated for every side 

of each cell. The model tracks the mass of the fluids, the fluid density and viscosity, chemical 

concentrations, and temperature of rock and water within every cell at specified times. 

Models are constructed based on field observations and measurements of downhole 

pressure, surface injection pressure, geophysical logs, rock cores extracted from depth, 

injectivity tests, pressure fall-off test, tracer surveys, injection chemical concentration, and fluid 

density. The process of model calibration is a fitting of the input parameters in order to match 

field conditions. For example, pressure fall-off tests may be analyzed using analytical tools for 

injection zone permeability. The values for permeability are used as inputs from one fall-off test 

and then compared with field observations from another test. The input parameters are then 

adjusted to afford the best possible match with field conditions. Conservative assumptions are 

embedded throughout the model construction, so that the model predicts the maximum extent of 

wastewater migration. 

The results of the model are verified against actual data from the field (i.e., data from 

pressure tests, drawdown or build-up tests). Typically, model verification does not address 

15

Study of the Risks Associated with Class I UIC Wells 

concentration levels. Occasionally, new wells are constructed near existing injection wells, and 

model verification of the existing wastewater plume can be performed. Because the model is 

predictive over a long time scale and the geologic materials are naturally variable, a conservative 

model is designed to address the issue of variability in the model parameters and fluid motion 

within the injection zone through a series of analyses. Multiple simulations or computer runs 

using differing input parameters are generally performed to assess variations in the predicted 

outcome. Moreover, it is preferable for the models to use conservative assumptions to predict 

worse-case scenarios and reflect the high degree of uncertainty in the no-migration 

demonstrations (40 CFR 148.21). This worst-case scenario brackets the outer limits of the fluid 

migration within the area of investigation. 

When the modeling analysis is complete, the output is typically a series of graphs and 

maps that depict the amount of fluid pressure increase and the concentration of the injected fluid 

within the injection zone. Although the conditions at the final time step (10,000 years) are the 

objective, it is possible to show the physical position of injected fluids at any specified time. 

Numerous models or codes are based on work by the United States Geologic Survey, 

EPA, U.S. Department of Defense, U.S. Army Corps of Engineers, many universities and 

colleges, and the oil and gas industry. These are distributed commercially, and many are 

available for free on the Internet. The models have evolved in their complexity and ability to 

represent the real world, from simple displacement approaches to models incorporating 

molecular diffusion and variable pressure responses. 

III. Options for Decharacterized Wastewaters 

Under RCRA, wastewaters that demonstrate the characteristic of ignitability, corrosivity, 

reactivity, or toxicity are considered to be hazardous wastes. 

• Ignitable wastes are capable of causing fire through friction at standard 

temperature or pressure. Ignitable wastes are produced by the organic chemical 

production, laboratories and hospitals, paint manufacturing, cosmetics and 

fragrances, pulp and paper, and construction industries. 

• Corrosive wastes are extremely acidic or alkaline (i.e., have a pH less than or 

equal to 2 or greater than or equal to 12.5). The organic chemical production, 

laboratories and hospitals, paint manufacturing, cosmetics and fragrances, 

equipment cleaning, soaps and detergents, electronics manufacturing, iron and 

steel, and pulp and paper industries produce corrosive wastes. 

• Reactive wastes are normally unstable wastes that react violently or form 

potentially explosive mixtures with water. Examples of industries that produce 

reactive wastes include organic chemical production and petroleum refining. 

16

Study of the Risks Associated with Class I UIC Wells 

• Toxic organic wastes contain toxic constituents in excess of a regulatory level. 

They are produced by organic chemical production, petroleum refining, and waste 

management and refuse systems. 

Characteristic hazardous wastes are identified with waste codes D001 through D043. These 

waste codes are used for record keeping, tracking off-site shipments, and determining the 

applicability of the LDR program. 

Prior to disposal in a Class I nonhazardous well, hazardous wastewaters must be 

decharacterized (i.e., the hazardous characteristic must be removed) by any means including 

treatment, dilution, or other deactivation through aggregation of different wastewaters, including 

commingling with nonhazardous or exempt wastewaters. The Class I nonhazardous wells, into 

which the decharacterized wastewater is injected, must conform with all federal and state UIC 

regulations. The management of these wastewaters by Class I injection well operators provides a 

low-risk option, as will be described in the next sections of this study. 

In addition, from a general analysis of data from previous studies, including databases 

specific to Class I nonhazardous and hazardous injection wells, EPA believes that a substantial 

volume of decharacterized waste is being injected into Class I hazardous wells. Facilities using 

Class I injection wells, including industrial, manufacturing, petrochemical, and refinery 

operations, will generally use their Class I hazardous wells to dispose of wastewaters from their 

process operations which may not be amenable to segregation. They can use their Class I 

hazardous wells for disposal of any wastewaters allowed by their permits, and included in their 

no-migration petition demonstration (permitting and no-migration petitions will also be 

discussed later in this study). This practice affords an even greater (though not essential) level 

of protection, as the Class I hazardous waste wells have additional operating, monitoring, and 

other redundant safety requirements beyond the already protective requirements of the Class I 

nonhazardous wells. 

IV. Oversight of Class I Wells 

This section describes how EPA oversees the Class I program. Section IV.A describes the 

Agency’s regulations for siting, constructing, operating, monitoring and testing, and closing 

Class I wells. Section IV.B describes how EPA Headquarters and regions oversee Class I 

injection practices. 

17

Study of the Risks Associated with Class I UIC Wells 

IV.A Regulations and Criteria for Class I Wells 

EPA’s siting, construction, operating, monitoring, and closure requirements for Class I 

wells provide multiple safeguards against well leakage or the movement of injected wastewaters 

to USDWs. The following sections describe the Class I Program regulations (40 CFR 146 and 

148). 

Siting Requirements 

Class I wells must be sited so that wastewaters are injected into a formation that is below 

the lowermost formation containing, within one-quarter mile of the well, a USDW [40 CFR 

146.12(a); 40 CFR 146.62(a)]. In siting Class I wells, operators must use geologic and 

hydrogeologic studies and studies of artificial penetrations of the injection and confining zones 

to demonstrate that their proposed injection will not endanger USDWs. In addition, Class I 

operators seeking to inject hazardous wastewaters must demonstrate via a no-migration petition 

that the hazardous constituents of wastewaters will not migrate from the disposal site for as long 

as the wastewaters remain hazardous. 

Additional siting requirements are imposed on Class I hazardous wells to ensure that they 

are located in geologically stable (e.g., low risk of earthquakes) formations that are free of 

natural or artificial pathways for fluid movement between the injection zone and USDWs. 

Geologic Studies 

Studies of the injection and confining zones are conducted to ensure that Class I wells are 

sited in geologically suitable areas. Well permitting decisions are based on whether the 

receiving formations are sufficiently permeable, porous, and thick to accept the injected fluids at 

the proposed injection rate without requiring excessive pressure. The injection zone should be 

homogeneous. It should also be of sufficient areal extent to minimize formation pressure 

buildup and to prevent injected fluids from reaching aquifer recharge areas. The confining zone 

should be of relatively low permeability to prevent upward movement of injected materials. 

For Class I hazardous wells, additional structural studies must demonstrate that the 

injection and confining formations in the area around the well are free of vertically transmissive 

fissures or faults, and that the region is characterized by low seismicity and a low probability of 

earthquakes. The operator must demonstrate that the proposed injection will not induce 

earthquakes or increase the frequency of naturally occurring earthquakes. 

Injected fluids must be geochemically compatible with the well materials and the rock 

and fluids in the injection and confining zones. The injection zone must have no economic value 

18

Study of the Risks Associated with Class I UIC Wells 

(i.e., be unfit for drinking or agricultural purposes and lack dissolved minerals in economically 

valuable quantities). 

Operators must demonstrate that the wastewater and its anticipated reaction products are 

compatible with both the geologic material of the injection zone and any native (naturally 

occurring) or previously injected fluids. Water analyses must be performed to characterize the 

geochemistry of the native water to predict potential interactions, and to provide a baseline to 

determine whether contamination has occurred. 

Area of Review 

The AoR, or the zone of endangering influence (the radius at which injection can affect a 

USDW), must be determined by either a fixed radius or mathematical computation.10 When a 

fixed radius is used, the AoR for Class I nonhazardous wells and municipal wells must be, at a 

minimum, one-quarter mile [40 CFR 146.69(b)]; for hazardous wells, the AoR is extended to, at 

a minimum, 2 miles [40 CFR 146.63]. It is important to note, however, that for many Class I 

nonhazardous wells, the radius of the AoR studied was larger than the federally-required onequarter mile. Seventy-six percent of the wells studied by the Underground Injection Practices 

Council (UIPC) had an area of review that exceeded one-quarter mile.11 Several states require an 

AoR for all Class I wells that is larger than that required under the federal regulations. For 

example, Texas requires a minimum 21⁄2-mile AoR; Louisiana requires a 2-mile AoR; and 

Florida and Kansas regulations establish a 1-mile minimum. These four states collectively 

account for nearly 70 percent of the Class I well inventory. 

Operators must identify all wells within the AoR that penetrate the injection or confining 

zone, and determine whether any of these wells are improperly completed or plugged and thus 

could serve as pathways for migration of wastewaters. Along with the permit application, the 

operator must submit a corrective action plan containing the necessary steps or modifications to 

address improperly completed or plugged wells [40 CFR 144.55(a)]. The plan must take into 

account the nature of native fluids or injection byproducts, potentially affected populations, 

geology and hydrogeology, and the history of injection activities. Prior to commencing 

injection, the operator must demonstrate that all potential pathways for migration have been 

adequately addressed. 

10 The zone of endangering influence may be determined via computations as specified at 40 CFR 146.6 for Class I 

nonhazardous wells, or at 40 CFR 146.61(b) for Class I hazardous wells. For hazardous wells, the computations specified in 40 

CFR 146.6 are superseded by the requirement for a 2-mile radius, at 40 CFR 146.63 (whichever is greater). 

11 Underground Injection Practices Council. A Class I Injection Well Survey (Phase I Report): Survey of Selected Sites. 

D19976.S1. Prepared by CH2M Hill, Gainesville, Florida. April 1986. 

19 
Study of the Risks Associated with Class I UIC Wells 

No-Migration Petition 

In addition to geological and AoR studies, operators of Class I hazardous waste injection 

wells must demonstrate with reasonable certainty that the hazardous components of their 

wastewaters will not migrate from the injection zone [40 CFR 148.20]. 

To qualify for this exemption from the ban on disposal of certain wastes, EPA requires 

operators to show that the wastewaters will remain in the injection zone for as long as they 

remain hazardous, or that the wastes will decompose or otherwise be attenuated to nonhazardous 

levels before they migrate from the injection zone. A detailed hydrogeological and geochemical 

modeling study, known as a no-migration petition, may take one of the following forms: 

C A Fluid Flow Petition demonstrating that for at least 10,000 years12 no lateral 

movement to a pathway to a USDW or vertical movement out of the injection 

zone will occur. Petitioners must demonstrate that the strata in the injection zone 

above the injection interval are free of transmissive faults or fractures and that a 

confining zone is present above the injection interval. 

C A Waste Transformation Petition to demonstrate that attenuation, 

transformation, or immobilization will render wastes nonhazardous before they 

migrate from the injection zone. Petitioners must demonstrate that the zone 

where transformation, attenuation, or immobilization will occur is free of 

transmissive faults or fractures and that a confining zone is present above the 

injection interval. 

Each petition is a multi-volume complex technical analysis which describes the well 

construction, the injected wastewater, and the local and regional geology and hydrogeology. It 

relies on conservative mathematical models demonstrating that the hazardous wastewater will 

not migrate from the injection zone into USDWs. Once a no-migration petition is approved, an 

operator may inject only those wastes that are listed in the petition. (See section II.D for a 

description of the modeling for no-migration petitions.) 

Preparing a no-migration petition is a lengthy process which typically costs $300,000 and 

requires up to 11,000 hours of technical work by engineers, computer modelers, geochemists, 

geologists, and other scientists. Factoring in the cost of necessary geological testing and 

modeling, no-migration petitions can cost in excess of $2 million. 

The 10,000-year standard is considered sufficiently long to ensure that the no-migration standard would be met, and short 

enough to be within the abilities of predictive models. [NRDC v EPA, 907 F.2d at 1158 .] 

20 

12 
Study of the Risks Associated with Class I UIC Wells 

Summary of Siting Requirements13 

Hazardous Wells Nonhazardous Wells 

• 2-mile AoR study performed. 

• No-migration petition 

demonstration required. 

• Sited in demonstrated 

geologically-stable areas. 

• Additional geologic structural 

and seismicity studies 

performed. 

• 1⁄4-mile AoR study performed (a 

larger AoR study may be 

conducted if required by state 

regulations). 

• Sited in demonstrated 

geologically-stable areas. 

Construction Requirements

 EPA requires that Class I wells be designed and constructed to prevent the movement of 

injected wastewaters into USDWs. Construction requirements for Class I nonhazardous wells 

and municipal wells are set forth at 40 CFR 146.12; construction requirements for hazardous 

wells are specified at 40 CFR 146.65 and 40 CFR 146.66. These requirements specify the multilayer design of Class I wells, as described in section II.A. 

During the permit application process, the permitting authority reviews and approves 

engineering schematics and subsurface construction details. The design of the casing, tubing, 

and packer must be based on the depth of the well; the chemical and physical characteristics of 

the injected fluids; injection and annular pressure; the rate, temperature, and volume of injected 

fluid; the size of the well casing [40 CFR 146.12(c)(2)]; and cementing requirements (40 CFR 

146.65). Any changes to the proposed design during construction must be approved before 

being implemented. 

During well construction, operators conduct deviation checks at sufficiently frequent 

intervals to ensure that there are no diverging holes which would allow vertical migration of 

fluids. Other logs and tests (e.g., resistivity or temperature logs) also may be required during 

construction. EPA or the permitting authority may witness portions of construction activities. 

Decharacterized waste is injected into Class I nonhazardous wells (although it may be injected into both hazardous and 

nonhazardous wells). Requirements for both Class I hazardous and nonhazardous wells are presented in this report for 

comparison and to provide a complete portrayal of the UIC Program. It should be noted that some states impose some of the 

federal Class I hazardous well requirements on nonhazardous wells. 

21 

13
Study of the Risks Associated with Class I UIC Wells 

Summary of Construction Requirements 

Hazardous Wells Nonhazardous Wells 

• Well is cased and cemented to 

prevent movement of fluids into 

USDWs. 

• Detailed requirements for 

appropriate tubing and packer. 

• UIC Program director must approve 

casing, cement, tubing and packer 

design prior to construction. 

• Well is cased and cemented to 

prevent movement of fluids into 

USDWs. 

• Constructed with tubing and packer 

appropriate for injected wastewater. 

Operating Requirements 

EPA’s operating requirements for Class I wells provide multiple safeguards to ensure that 

injected wastewater is fully confined within the injection zone and the integrity of the confining 

zone is never compromised. At a minimum, all Class I wells must be operated so that injection 

pressures will not initiate new fractures or propagate existing fractures after initial stimulation of 

the injection zone during well construction. 

The annular space between the tubing and the long string casing must contain approved 

fluids only and permitted pressures must be maintained.14 Class I hazardous wells are subject to 

additional or more explicit permitting requirements and operating standards related to annular 

monitoring parameters and continuous demonstration of mechanical integrity.15 

Class I hazardous wells must be equipped with continuous monitoring and recording devices 

that automatically sound alarms and shut-in the well whenever operating parameters related to 

the injection pressure, flow rate, volume, temperature of the injected fluid, or annular pressure 

exceed permitted ranges.16 When this occurs, the owner or operator must cease injection; notify 

the Director within 24 hours; and identify, analyze, and correct the problem. Operators of Class 

I wells are required to notify the UIC Program Director and obtain approval before performing 

14 40 CFR 146.13 (a). 

15 40 CFR 146.67 (a) to (e). 

16 40 CFR 146.67 (f), (g), and (j). 

22 
Study of the Risks Associated with Class I UIC Wells 

any workover or major maintenance on the well.17 The operator may resume injection only upon 

approval of the Director. 

Summary of Operating Requirements 

Hazardous Wells Nonhazardous Wells 

• Continuously monitor injection 

pressure, flow rate, and volume. 

• Install alarms and devices that shutin the well if approved injection 

parameters are exceeded. 

• Maintain injection at pressures that 

will not initiate new fractures or 

propagate existing fractures. 

• Continuously monitor injection 

pressure, flow rate, and volume. 

• Maintain injection at pressures that 

will not initiate new fractures or 

propagate existing fractures. 

Monitoring and Testing Requirements 

Operators of Class I wells must monitor and test for mechanical integrity, containment 

within the injection zone, and characteristics of the injected wastewater. They must also monitor 

USDWs within the AoR for indications of fluid migration and pressure changes indicating a 

potential for contamination.18 

Class I well operators must continuously monitor injection pressure, flow rates and 

volumes, and annular pressure.19 Monitoring requirements for Class I hazardous wells have 

explicit procedures for reporting and correcting problems related to a lack of mechanical 

integrity or evidence of wastewater injection into unauthorized zones. In addition to monitoring 

the well operation, operators of hazardous wells are required to develop and follow a waste 

analysis plan for monitoring the physical and chemical properties of the injected wastewater.20 

The frequency of these analyses depends on the parameters being monitored. Complete analysis 

of the injected wastewaters must be conducted at frequencies specified by the plan or when 

process or operating changes affect the characteristics of the wastewater. 

17 40 CFR 146.67 (j). 

18 40 CFR 146.13 (b) (4). 

19 40 CFR 146.13 (b). 

20 40 CFR 146.68 (a). 

23 
Study of the Risks Associated with Class I UIC Wells 

Operators of Class I hazardous wells must perform tests to demonstrate that the 

wastewater’s characteristics remain consistent and compatible with well materials with the 

wastewater.21 

Periodic testing of all Class I wells also is required.22 The operator must develop a 

monitoring program that includes, at minimum, an annual pressure fall-off test in addition to an 

internal MIT every year and an external MIT every 5 years. (Texas and Michigan require 

external MITs every year.) 

Class I operators must conduct tests to demonstrate that their wells have internal and 

external mechanical integrity.23 Every year, operators of Class I hazardous wells must 

demonstrate internal mechanical integrity by conducting an approved pressure test to inspect the 

long string casing, injection tubing, and annular seal, as well as an approved radioactive tracer 

survey (RTS) or Oxygen Activation Log (OAL)24 to examine the bottom hole cement. Operators 

of Class I nonhazardous wells must demonstrate internal MI every 5 years. Every 5 years, all 

Class I well operators must demonstrate external MI using noise, temperature, or other approved 

logs to test for fluid movement along the borehole. Casing inspection logs or noise, temperature, 

or other approved logs are also required when a well workover is conducted, or if the Director 

believes that the long string casing lacks integrity. 

An internal or external MI failure does not imply failure of the injection well or loss of 

wastewater confinement. These are simply indicators that one of several protective layers in the 

injection well system has malfunctioned. As long as the other protective elements are intact, 

wastewaters would be contained within the injection system. 

UIC regulations authorize the use of monitoring wells in the AoR to monitor fluids and 

pressure. Monitoring wells can be used to supplement required injection and pressure 

monitoring if needed. The location, target formation, and the types of monitoring wells should 

21 40 CFR 146.68 (c). 

22 40 CFR 146.13 (d) and 40 CFR 146.68 (e). 

23 40 CFR 146.13 (b) and 146.68 (b). 

24 The OAL has been approved as an alternative to the RTS to test for movement of fluids between the casing and the well 

bore. Case studies by EPA Region 6 indicate that the RTS and the OAL are equally effective in identifying channels behind the 

casing, which are in hydraulic communication with the injection zone. The OAL is a preferred method where channeling is not 

in hydraulic communication with the injection interval. EPA Region 6 has also requested the use of the OAL to increase 

confidence in MIT results. 

24 
Study of the Risks Associated with Class I UIC Wells 

be based on potential pathways of contaminant migration. Monitoring within the USDW can 

provide geologic data or evidence of contamination.25 

Summary of Monitoring and Testing Requirements 

Hazardous Wells Nonhazardous Wells 

• Follow approved waste analysis 

plan. 

• Conduct internal MIT every year 

and external MIT every five 

years. 

• Monitoring wells to supplement 

required monitoring are 

authorized. 

• Conduct internal and external 

MITs every 5 years. 

• Monitoring wells to supplement 

required monitoring are 

authorized. 

Reporting and Record Keeping Requirements 

All Class I well operators must report the results of required monitoring and testing to the 

state or EPA UIC Director. Class I hazardous well operators must report quarterly on monitoring 

results and annually on the results of radioactive tracer surveys, casing pressure tests, ambient 

monitoring, and pressure fall-off tests. They must also report any changes to closure plans, 

including updates to plugging and abandonment cost estimates. 

All Class I operators must report on the physical, chemical, and other relevant 

characteristics of injected fluids; monthly average, maximum, and minimum values for injection 

pressure, flow rate, volume, and annular pressure; and monitoring results of USDWs in the 

AoR.26 MIT results, other required tests, and any well workovers must be reported in the next 

quarterly report following the tests or workovers. 

Quarterly reports on Class I hazardous wells must also identify the maximum injection 

pressure for the quarter, any event that exceeds permitted annular or injection pressure, any event 

that triggers an alarm or shutdown from the continuous recording device, the total volume of 

fluid injected, any change in the annular fluid volume, results from the waste analysis program, 

and geochemical compatibility information.27 

25 Warner, D. L. “Monitoring of Class I Injection Wells.” In: Deep Injection Disposal of Hazardous and Industrial Waste: 

Scientific and Engineering Aspects. John A. Apps and Chin-Fu Tsang, eds. San Diego, California: Academic Press. 1996. 

26 40 CFR 146.13 (c). 

27 40 CFR 146.69. 

25 
Study of the Risks Associated with Class I UIC Wells 

In states where EPA administers the UIC program, the Regional Administrator may 

require operators to submit additional information, if needed to determine if a well poses a 

hazard to USDWs. Such information may include evidence of groundwater monitoring and 

periodic reports of such monitoring, periodic reports on analysis of injected fluids, and a 

description of the geologic strata through and into which injection is taking place. 

In addition, all operators must notify the permitting authority of planned changes to the 

facility, changes that may result in noncompliance, progress in meeting the milestones of a 

compliance schedule, any loss of mechanical integrity or other indication of possible 

endangerment of a USDW (within 24 hours), and any noncompliance with permit conditions. 

Summary of Reporting and Record Keeping Requirements 

Hazardous Wells Nonhazardous Wells 

• Report quarterly on injection and 

injected fluids and monitoring of 

USDWs in the AoR; results from the 

waste analysis program; and 

geochemical compatibility. 

• Report on internal MIT every year and 

external MIT every 5 years. 

• Report any changes to the facility, 

progress in meeting the milestones of 

a compliance schedule, loss of MI, or 

noncompliance with permit conditions. 

• Report quarterly on injection and 

injected fluids and monitoring of 

USDWs in the AoR. 

• Report every 5 years on internal and 

external MITs. 

• Report any changes to the facility, 

progress in meeting the milestones of 

a compliance schedule, loss of MI, or 

noncompliance with permit conditions. 

Closure Requirements 

Upon closing their wells, operators must submit a plugging and abandonment report 

indicating that the well was plugged in accordance with the plugging and abandonment plan 

(submitted when the well was permitted). Plan requirements and subsequent closure reporting 

requirements are specified in greater detail for hazardous wells than for nonhazardous wells. 

Class I hazardous well operators must also conduct pressure fall-off and mechanical 

integrity tests, and report the results in their closure reports. The well must be flushed with a 

non-reactive fluid. Each cement plug must be tagged and tested for seal and stability before the 

closure is completed.28 In addition, Class I hazardous well operators are required to continue and 

complete outstanding clean-up actions, and continue groundwater monitoring until pressure in 

40 CFR 146.71. 

26 

28 
Study of the Risks Associated with Class I UIC Wells 

the injection zone decays to the point where no potential for influencing the USDW exists. They 

must also notify and provide appropriate information to local and state authorities regarding the 

well, its location, and its zone of influence at closure.29 

Summary of Closure Requirements 

Hazardous Wells Nonhazardous Wells 

• Flush well with a non-reactive fluid; 

tag and test each cement plug. 

• Conduct pressure fall-off test and 

MIT. 

• Submit plugging and abandonment 

report. 

• Complete outstanding clean-up 

actions; continue groundwater 

monitoring until injection zone 

pressure can not influence USDW. 

• Inform authorities of the well, its 

location, and zone of influence. 

• Flush well with a non-reactive fluid; 

tag and test each cement plug. 

• Submit plugging and abandonment 

report. 

IV.B How EPA Administers the Class I UIC Program 

Class I wells are regulated under the SDWA to ensure protection of USDWs. Class I 

hazardous wells also are regulated under RCRA and HSWA. They are subject to the ban on land 

disposal of certain wastes, unless owners/operators of these wells demonstrate via a no-migration 

petition that the wastewaters will not migrate from the injection zone for 10,000 years or as long 

as they remain hazardous. 

EPA authorizes state agencies to regulate Class I wells, provided that the state meets 

requirements specified under section 1422 of the SDWA. States that receive primary regulatory 

and enforcement responsibility are referred to as primacy states. EPA regional offices administer 

the UIC program for tribes30 and in states that do not have primacy authority, commonly referred 

to as direct implementation (DI) states. 

29 40 CFR 146.72. 

30 There are no Class I wells on Indian lands. 

27 
Study of the Risks Associated with Class I UIC Wells 

Operators in primacy states submit data to the primacy agency, and the primacy agencies 

forward this information to the regions. Operators in DI states submit data directly to the EPA 

region. The regions forward appropriate information to EPA Headquarters. 

EPA Headquarters’ Management of the National Program 

EPA Headquarters is responsible for performing a variety of rulemaking activities, as 

well as other analytical and oversight functions, for the UIC program. Headquarters UIC staff 

coordinate with the EPA Office of Solid Waste on LDR rulemaking efforts. In connection with 

these efforts, Headquarters staff conduct independent economic analyses and regulatory impact 

analyses (RIAs) of the potential costs and benefits of proposed rules. 

EPA Headquarters uses information from the regions to respond to information requests 

and to perform analyses for EPA management, the Office of Management and Budget, Congress, 

and the public. In addition, Headquarters uses information submitted by primacy agencies via 

the UIC program’s 7520 reporting forms to track, evaluate, and report on state performance. 

Headquarters establishes and tracks performance targets and measures for EPA regional 

programs. EPA Headquarters also assesses the effectiveness of existing regulatory requirements, 

using state and regional information to justify future program modifications. 

Headquarters compiles and analyzes Class I well information on a national basis, through 

efforts such as the 1996 Class I UICWELLS database. This database contains detailed wellspecific data, such as geology, waste characteristics, and injection volumes. Headquarters uses 

the database to analyze the potential impacts of proposed rules on the Class I community. 

Regional Oversight of Primacy Programs 

The regions develop operating budgets and program plans, allocate resources, track stateby-state performance, and respond to inquiries. The regions are responsible for reviewing and 

verifying information before forwarding it to EPA Headquarters. 

EPA’s regions oversee the primacy agencies using quarterly, semi-annual, and annual 

reports submitted by the states. The information is used to track state progress against 

commitments and to ensure that state programs can take timely and appropriate action in 

response to threats to public health from contaminated USDWs. 

Regions use well-specific information to track state enforcement actions against facilities 

that are significant noncompliers—violators most likely to contaminate USDWs. Regions may 

initiate federal enforcement action jointly with a primacy state, at the request of the state, or 

where a state does not fulfill its enforcement responsibilities. 

28

Study of the Risks Associated with Class I UIC Wells 

EPA’s regions are also responsible for reviewing all no-migration petitions associated 

with Class I hazardous wells. Each no-migration petition must be submitted to the Regional 

Administrator.31 In reviewing no-migration petitions, EPA expects to gain valuable experience 

and information which may affect future land disposal restrictions. 

Regional staff work closely with well operators throughout the petition development 

process. Several technical staff members may review a single petition and may take a year or 

more to determine whether it should be approved. Each part of a petition is reviewed by a 

specialist. For example: 

C An engineer or geologist reviews information about the construction, operation, 

maintenance, and compliance history of the well; local and regional geology and 

seismology; and the compatibility of the wastewater with the well materials and 

the injection and confining zone rock and fluids. 

C A modeling expert evaluates the accuracy of the model’s predictions compared to 

actual conditions at the site. The modeler has to verify that the model takes into 

account all significant processes that affect waste mobility and transformation, is 

sensitive to subsurface processes, and has been properly validated and calibrated. 

The petition is subject to public notice and comment. EPA publishes a draft notice of its 

decision to approve or deny the petition, offers a public hearing, develops a fact sheet or 

statement of basis, and responds to all comments. Notice of the final decision on a petition is 

published in the Federal Register. 

Direct Implementation of State Programs 

In addition to their oversight responsibilities, EPA regional offices implement the UIC 

program on tribal lands and in states without primacy. In these DI states, EPA regional offices 

review permit applications to ensure that proposed wells are properly sited and designed. 

Following permit approval and well completion, the regions use monitoring and testing reports 

submitted by operators to determine if the well has mechanical integrity. EPA regions are also 

responsible for reviewing no-migration petitions for Class I hazardous wells in DI states. 

DI programs also use information submitted by operators to focus efforts on injection 

wells that require enforcement action. Operators who have been out of compliance for at least 

two consecutive quarters are identified and targeted for enforcement action. 

40 CFR 268.6. 

29 

31 
Study of the Risks Associated with Class I UIC Wells 

V. Risk Associated with Class I Wells 

Early failures associated with Class I injection such as those at Hammermill Paper 

Company and Velsicol Chemical Company (described in section I.B), illustrated the potential 

threats of wastewater injection and the need for and importance of the UIC regulations. 

The 1980 UIC regulations address many of these risks. Since passage of the regulations, 

EPA and other organizations have conducted numerous studies of hazardous and nonhazardous 

Class I wells which demonstrate that such failures are unlikely to occur. The following sections 

describe these studies. These reports are described in greater detail in the annotated 

bibliography at the end of this study report. 

V.A Studies of the Effectiveness of the UIC Regulations 

Early studies by EPA and other organizations looked at potential operational problems 

for Class I wells. Many of the failures documented in these studies were the result of historic 

practices that are no longer acceptable under the promulgated UIC regulations. 

Underground Injection Practices Council and General Accounting Office 

Studies 

In the mid-1980s, UIPC, presently the Ground Water Protection Council (GWPC), and 

the General Accounting Office (GAO) conducted studies which described past Class I well 

malfunctions in the United States and discussed how current Class I regulations would minimize 

the possibility of failures. In April 1986, UIPC published a study that provided comprehensive 

data on the operation and performance characteristics of Class I injection wells.32 The study 

included case histories of Class I well sites or facilities with reported histories of operational 

problems. A 1987 GAO study focused on Class I failures resulting in aquifer contamination.33 

GAO reviewed the cause of each incident to determine whether regulations in place would have 

prevented it. 

The UIPC study identified malfunctions at 26 facilities, involving 43 wells, suggesting an 

overall well malfunction rate of approximately 9 percent of the 500 Class I wells reported to 

exist at the time. Only six wells, or 2 percent of all Class I wells, experienced malfunctions 

resulting in leakage into a USDW. The 1987 GAO study reported only two cases of drinking 

32 Underground Injection Practices Council. A Class I Injection Well Survey (Phase I Report): Survey of Selected Sites. 

D19976.S1. Prepared by CH2M Hill, Gainesville, Florida. April 1986. 

33 U.S. General Accounting Office. Hazardous Waste–-Controls Over Injection Well Disposal Operations. 1987. 

30 
Study of the Risks Associated with Class I UIC Wells 

water contamination from Class I wells, one case of suspected contamination, and eight 

documented cases of non-drinking water aquifer contamination.34 

At most of the facilities in the UIPC study where well malfunctions occurred and all of 

the cases in the GAO study, failing wells had been constructed and injection had commenced 

prior to the implementation of the 1980 UIC standards. Most of the malfunctions reported in the 

UIPC study were related to design, construction, or operating practices that are no longer 

allowed under UIC regulations. Examples of the various malfunction scenarios include the 

following: 

Leaks in the injection well casing caused movement of wastewaters into a USDW at 

four facilities. The leaks were detected either through annular monitoring or separate 

monitoring wells. These leakages were attributed to defects in well construction that 

would not have been allowed under the 1980 UIC regulations. 

Excessive injection pressure or hydraulic surges causing a blowout at the wellhead or 

surface piping, leading to contamination at the surface, was documented in the UIPC 

study. UIC requirements for siting wells to limit the need for excessive injection 

pressures and pressure monitoring requirements would have prevented such incidents. 

The presence of improperly abandoned wells was cited as a factor in contamination at 

the surface in the UIPC study. Required AoR studies would have detected these 

pathways and, under UIC regulations, they would have been plugged prior to any allowed 

injection. 

Leaking packer assemblies were the most likely cause of leakage into an unpermitted 

non-drinking water zone. This was the most commonly documented malfunction in the 

UIPC study, at 17 facilities involving 29 wells. Such leaks allow wastewater to come 

into contact with the protective well casing, causing corrosion. Under current UIC 

regulations, the packer design must meet EPA approval based on the chemical and 

physical characteristics of the injected fluids, as well as the rate, temperature, and volume 

of injected fluid. 

Corrosion of the casing or tubing was suspected as the cause of leakage of injected fluids 

documented in the GAO study. In one case, corrosion caused the tubing to separate, 

resulting in a blowout and waste spillage at the surface. UIC requirements stipulate that 

the well casing be constructed of a corrosion-resistant material and that the wastewater be 

compatible with the well materials which come into contact with it. 

The incidents described in the GAO report may also be included in the UIPC study; at least the two incidents of drinking 

water contamination are described in both reports. 

31 

34 
Study of the Risks Associated with Class I UIC Wells 

Injection directly through the casing, without packer and tubing, was the primary cause 

of two cases of drinking water contamination from Class I wells. This practice is not 

allowed under UIC regulations: current safety features include double casing and 

cementing to below the base of the drinking water zone. 

All of the wells in the UIPC study that experienced serious malfunctions were removed 

from service and plugged, repaired, and returned to service, or repaired and converted to 

monitoring wells as part of ongoing injection operations or to monitor water quality in the 

USDW. Both studies reported that aquifer restoration was initiated at the facilities where a 

USDW or non-drinking water aquifer was contaminated. Remedial activities included installation of monitoring wells, groundwater recovery systems, and excavation of contaminated soils. 

The OSWER Report 

The EPA Office of Solid Waste and Emergency Response (OSWER) prepared a study 

which evaluated the relative risks posed by many waste management practices.35 The study 

found that, based on acute and chronic health risks and other health risks (such as cancer risks), 

groundwater sources affected, welfare effects, and ecological risks, Class I hazardous wells are 

safer than virtually any other waste disposal practice. 

EPA Analysis of Class I MI Failures 

EPA analyzed trends of all nonhazardous and hazardous Class I MI failures, in selected 

states, from 1988 to 1991.36 This report assessed the number of these Class I injection failures 

during the period, analyzed the causes of these MI failures, and identified EPA and state 

responses to them. EPA studied more than 500 Class I nonhazardous and hazardous wells in 14 

states and identified the following: 

• From 1988 to 1991, 130 cases of internal MI failures (leakage in the injection 

tubing that can result from corrosion or mechanical failure of the tubular 

materials) were reported. All of these internal MI failures were detected during 

well operation by the continuous annulus monitoring systems or by MITs. The 

wells were shut-in until they were repaired. Of these MI failures, 42 percent 

occurred in the tubing and 23 percent involved the long string casing. 

35 U.S. EPA, Office of Solid Waste and Emergency Response. OSWER Comparative Risk Project: Executive Summary and 

Overview. EPA/540/1-89/003. November 1989. 

36 U.S. EPA, Office of Ground Water and Drinking Water, Underground Injection Control Branch. Class I Well Failure 

Analysis: 1988-1991. March 1993. 

32 
Study of the Risks Associated with Class I UIC Wells 

• One external MI failure (flow along the outside of the casing) occurred. It was 

detected by a routine external MIT and did not involve wastewater migration. 

• Only four cases of significant nonhazardous wastewater migration were detected. 

Three of the cases were detected by monitoring wells. The fourth potential 

wastewater migration case was discovered when a Class I well was drilled into the 

same formation. None of these failures is known to have affected a USDW. 

To provide as up-to-date information as possible for the Class I study, EPA performed a 

second analysis, summarizing mechanical integrity failures in Class I nonhazardous and 

hazardous wells between 1993 and 1998.37 This was the most recent time period for which the 

Agency had complete information. EPA found that MI failures of all types dropped by half in 

every state, except Texas. MI failures for all Class I wells in Texas increased two-fold during the 

assessment’s time period compared to the previous study period. In fact, a relatively high Class I 

well mechanical integrity failure rate of 65 percent was indicated. However, Texas’ UIC 

primacy agency, the Texas Natural Resource Conservation Commission (TNRCC), reviewed that 

assessment and refutes these numbers. Based on a review of the draft report against its records, 

TNRCC cites a 37-percent failure rate for Class I wells in Texas from 1993 to 1998. 

V.B Qualitative Studies of Class I Wells 

Two studies were performed in anticipation of the 1988 updates to the UIC regulations to 

assess the risks associated with disposal of hazardous wastewater via Class I wells. They were 

conducted by GeoTrans, Inc., in two phases, and Industrial Economics, Inc. (IEc). 

In 1987, GeoTrans, Inc. conducted a two-phase qualitative study of Class I injection.38 

Phase I assessed the effects of certain variables on the performance of the Texas Gulf Coast 

geologic setting in containing waste. The study produced findings about the relative impacts of 

certain failure scenarios, including the presence of an abandoned unplugged borehole, fractured 

deterioration of a grout seal, and the presence of fractures in the confining zone,39 along with 

high rates of withdrawal from an aquifer above the confining unit. 

37 ICF, Inc. Class I Mechanical Integrity Failure Analysis: 1993-1998. Prepared by ICF, Inc., Fairfax, Virginia, for U.S. 

Environmental Protection Agency, Office of Ground Water and Drinking Water, Underground Injection Control Program. 

September 1998. 

38 GeoTrans, Inc. A Numerical Evaluation for Class I Injection Wells for Waste Confinement Performance, Final Report, 

Volumes I and II. Prepared for U.S. Environmental Protection Agency, Office of Drinking Water, Underground Injection Control 

Program. September 30, 1987. 

39 Grout seal failure occurs when the seal is not sufficiently impermeable to prevent migration of wastewater to a USDW, or 

when the seal separates from the well casing or the borehole and loses integrity. 

33 
Study of the Risks Associated with Class I UIC Wells 

The Phase I study also modeled the extent of wastewater migration from the injection 

zone due to containment failure. It assessed the effect of the hydraulic conductivity of the 

potential failure pathway, the degree of containment loss, the injection fluid characteristics, and 

the relative location of the failure pathway to the injection well. The conclusions of the Phase I 

study include the following: 

• Waste confinement increases in scenarios where abandoned unplugged boreholes 

are farthest from the injection zone. 

• Under certain conditions, containment failure can result in migration of waste 

from the injection zone. When contamination of overlying strata does occur, 

waste migration appears to be localized to within a few hundred to a thousand feet 

from where the failure occurred. 

• The mode of failure (e.g., grout seal failure, presence of an abandoned borehole, 

or fractures in the confining zone), is less significant than the degree of failure, 

the injection fluid characteristics, and the location of the failure pathway relative 

to the injection well. 

• Pumpage in an overlying aquifer with failure pathways increases the amount of 

waste escaping from the injection zone. (It should be noted that, if a USDW were 

directly over a proposed injection zone, Class I regulations would not allow the 

well to be constructed; this makes the addition of the pumping scenario to the 

model overly conservative.) 

The Phase II study by GeoTrans, Inc. focused on two of the failure scenarios studied in 

Phase I—grout seal failure and the presence of an unplugged abandoned borehole—and three 

ranges in the degree of failure for four hydrogeologic settings (East Gulf Coast, Great Lakes, 

Kansas, and Texas). Some of the conclusions reached in the Phase II study were: 

• To ensure waste confinement, the confining zone should be much less permeable 

than the injection zone (by one-thousand fold). Where there is less contrast in 

permeability, significant amounts of wastewater may migrate into the overlying 

zone. 

• Models should provide sufficient hydrogeological detail to account for rock layers 

between the injection zone and the USDW that could attenuate some of the 

wastewater that migrates upward through a failure pathway. Using simplified 

zones for injection, confinement, and USDW in models may cause overestimation 

of the potential extent of contamination in USDWs. 

34 
Study of the Risks Associated with Class I UIC Wells 

• The additional stress on the systems related to pumpage in the USDW 

significantly reduced waste containment in all settings. 

Using the data from the GeoTrans modeling, IEc estimated the magnitude of human 

health risks which might occur if underground injection of hazardous wastewaters results in 

contamination of USDWs.40 IEc assessed the difference in risk among the four geologic settings 

modeled by GeoTrans. Risk between the best and the worst setting may vary by over 20 orders 

of magnitude depending on the type of failure. The study also estimated relative risks associated 

with an abandoned, unplugged borehole and a grout seal failure along with the impact of 

withdrawing water from the USDW. 

V.C Quantitative Studies of Risks Due to Phase III Wastes 

In 1995, in support of EPA’s Phase III LDR rulemaking (see section I.B), the EPA 

Office of Ground Water and Drinking Water (OGWDW) prepared a draft Benefits Analysis (as 

part of the Regulatory Impact Analysis [RIA] of the proposed Phase III LDR rule) to estimate 

the risks associated with injection of Phase III wastes into Class I hazardous wells. The 

Chemical Manufacturers Association (CMA), now the American Chemistry Council (ACC), 

submitted comments on the Benefits Analysis in 1995, after which EPA revised the RIA. In 

1996, EPA performed an analysis in support of the de minimis requirements that the underlying 

hazardous constituent concentrations must be less than 10 times the universal treatment standard 

(UTS). 

EPA OGWDW Draft Phase III LDR RIA 

In 1995, OGWDW performed a Benefits Analysis as part of the RIA of the proposed 

Phase III LDR rule. In the RIA, EPA modified the approach taken in the 1987 IEc study to 

estimate human health risks from five Phase III waste constituents (benzene, carbon 

tetrachloride, chloroform, phenol, and toluene).41 EPA estimated health risks, including cancer 

risks and hazard indices,42 for each of the four geologic settings and two malfunction scenarios 

(grout seal failure and abandoned, unplugged borehole). The study also assessed the effects of 

varying drinking water well pumping rates. The results showed: 

40 Industrial Economics, Inc. Risk Analyses for Underground Injection of Hazardous Wastes. May 1987. 

41 U.S. EPA, Office of Ground Water and Drinking Water. Draft Regulatory Impact Analysis of Proposed Hazardous 

Waste Disposal Restrictions for Class I Injection of Phase III Wastes: Benefits Analysis. 1995. 

42 A hazard index is used to compare the relative risk posed by contaminants. A hazard index of greater than one indicates 

an increased risk of non-carcinogenic health effects. 

35 
Study of the Risks Associated with Class I UIC Wells 

• Only two of the estimated cancer risks for both malfunction scenarios slightly 

exceed the one-in-ten-thousand to one-in-one-million risk range generally used by 

EPA to regulate exposure to carcinogens.43 These were the cancer risks from 

exposure to benzene and carbon tetrachloride, assuming an abandoned borehole 

scenario in the East Gulf Coast region at the highest drinking water well pumping 

rate. 

• All but one of the hazard indices for both malfunction scenarios are less than 

EPA’s level of concern for a hazard index of 1.55 (i.e., greater than the concern 

level of 1). The exception is for exposure to carbon tetrachloride in the East Gulf 

Coast setting with an abandoned borehole and the highest drinking water well 

pumping rate. 

Comments by the Chemical Manufacturers Association on the Phase III 

LDR RIA 

CMA submitted a critique of the Benefits Analysis in the Phase III RIA as part of its 

comments on the proposed Phase III LDR rule.44 CMA claimed the analysis was overly 

conservative, given that Class I regulations have made the occurrence of these failure scenarios 

highly unlikely. CMA expressed concerns about the assumptions used, the placement of 

receptors, and the modeling of the East Gulf Coast hydrogeologic setting. CMA also indicated 

in its critique that the benefits analysis should have taken into account the probability of the 

failure scenarios actually occurring, given Class I operational safeguards, and should have 

weighed the risks of injecting Phase III wastes against the risks of handling, storing, and 

transporting them. 

CMA also evaluated the qualitative risk assessment. Its critique emphasized that there 

have not been any instances of USDW contamination at a facility in compliance with the current 

UIC program regulations, and the malfunctions cited in the EPA study involved facilities that 

had not yet been required to comply with the UIC program requirements. CMA further asserted 

that underground injection of hazardous waste is particularly low risk compared to other waste 

management practices,45 and the risks of handling, transporting, and treating segregated Phase III 

wastes might actually be greater than the risks of injecting the waste. 

43 U.S. EPA, Office of Solid Waste and Emergency Response. Role of the Baseline Risk Assessment in Superfund Remedy 

Selection Decisions. OSWER Directive 9355.0-30. 1991. 

44 Comments on Benefits Assessment of EPA’s Draft Regulatory Impact Analysis. Prepared by Woodward-Clyde 

Consultants for Chemical Manufacturers Association UIC Management Task Group. May 1995. 

45 U.S. EPA, Office of Solid Waste and Emergency Response. OSWER Comparative Risk Project: Executive Summary 

and Overview. EPA/540/1-89/003. November 1989. 

36 
Study of the Risks Associated with Class I UIC Wells 

EPA OGWDW Final RIA 

The revised Phase III RIA46 addressed several of the concerns raised in the CMA critique 

of the Phase III LDR Benefits Analysis. Specifically, waste receptors in the base of the USDW 

were included in the analysis, and limitations on the results of the analysis were discussed. 

Although a lack of data precluded a quantitative assessment of the probability of the failure 

scenarios actually occurring, incident occurrences were discussed further. The conclusions 

regarding human health risks did not change. 

Evaluation of Risks from Exceedance of the UTS 

To provide a quantifiable assessment in support of the de minimis requirements in the 

proposed Phase III rule, EPA analyzed the effects of varying the criteria that underlying 

hazardous constituent concentrations must be less than 10 times UTS.47 Specifically, it outlined 

how increasing permissible levels to 50 times UTS changes the estimated potential health risks 

for several contaminants detected in the wastewaters of facilities affected by the Phase III LDR 

rule. The analysis estimated cancer and noncancer risks based on the well failure scenario and 

geologic setting that are associated with the greatest risk as depicted in the Benefits Analysis of 

the Phase III LDR RIA. In this analysis, EPA again used the five Phase III waste constituents 

(benzene, carbon tetrachloride, chloroform, phenol, and toluene) that were evaluated in the 

Phase III LDR RIA and Benefit Analysis. 

Results of the analysis showed that, in general, carcinogenic risks were within the range 

generally used by EPA to regulate exposure to carcinogens, and noncancer risks were less than 

the hazard index of 1. The analysis concluded that a standard which would be more reflective of 

the potential for health hazards could be satisfied by defining the de minimis criterion as a value 

between 10 times and 50 times the UTS. 

Using the same methodology, EPA conducted a brief analysis of the Hazardous Waste 

Identification Rule exit levels for the five chemicals examined. For benzene, carbon 

tetrachloride, and chloroform, the HWIR exit level concentrations were well below the UTS. 

Since the risk analysis presented above showed acceptable risk levels for these three chemicals at 

concentrations higher than the HWIR exit levels, no significant risk would be associated with the 

HWIR exit levels. For toluene and phenol, however, the HWIR exit levels were significantly 

46 U.S. EPA, Office of Ground Water and Drinking Water. Final Draft: Regulatory Impact Analysis of Proposed 

Hazardous Waste Disposal Restrictions for Class I Injection of Phase III Wastes: Benefits Analysis. 1995. 

47 U.S. EPA, Office of Ground Water and Drinking Water. Evaluation of Risks from Exceedance of the Universal 

Wastewater Treatment Standards (UTS), Including Addendum on HWIR Concentrations. February 1996. 

37 
Study of the Risks Associated with Class I UIC Wells 

higher than 50 times the UTS. Neither chemical analyzed yielded a hazard index equal to or 

greater than 1, indicating an acceptable level of risk. 

V.D Other Studies of Risk Due to Class I Wells 

More recently, GeoTrans conducted additional modeling of MI failure scenarios using 

then current data on Class I wastewaters. In 1998, CMA quantitatively estimated the risk of 

waste containment loss from a Class I well based on probabilities that sequences of events would 

occur and result in a loss of containment. 

Revisions to GeoTrans’ Modeling Assumptions 

At EPA’s request, in response to CMA’s 1995 comments on the Benefits Analysis and 

using more recent data on the constituents of Class I wastewaters, GeoTrans revised certain 

assumptions in its 1987 modeling of failure scenarios.48 In this study, additional modeling 

focused on the scenario of an abandoned unplugged borehole 500 feet from the Class I well and 

a high drinking water well pumping rate. In the models, the differences in permeability between 

the injection zone and the layer just above the injection zone were increased by four orders of 

magnitude (i.e., by 10,000 times). 

Results from the analysis showed that the effect of the abandoned borehole overwhelms 

the transport directly through the confining zone—with increasing permeability ratios, greater 

amounts of fluid are transported upward through the borehole and into the USDW. In effect, the 

reduced conductivity “squeezes” more of the waste fluids up the path of least resistance (the 

borehole). This is consistent with the conclusions drawn in the 1987 study. 

This increase in concentration, however, occurs only between the base case and the 

revised scenarios. Comparison of the individual results for the revised scenarios shows that the 

concentrations decrease as the permeability ratio increases. This could imply that the 

“squeezing” effect does not hold true after a certain permeability contrast has been achieved, or 

that possibly some small amount of leakage occurs through the confining zone. Thus, greater 

permeability contrasts lead to lower contamination concentrations in the USDW. These 

potential causes may be the subject of further research. 

Human health risks were calculated using the results of the revised GeoTrans analysis. 

(Appendix B to this report presents the complete revised human health risks analysis.) Recent 

data from EPA’s UICWELLS database were used to determine 90th-percentile concentrations 

for benzene, carbon tetrachloride, and arsenic. The cancer risks for each chemical, based on 

Revisions to GeoTrans’ Modeling Assumptions, Analysis of New Data From 1996 Class I UICWELLS Database. 

September 1996. 

38 

48 
Study of the Risks Associated with Class I UIC Wells 

exposures to concentrations estimated at a receptor 500 feet from the injection well in an aquifer 

below the USDW at higher permeability ratios, exceed the risk range generally used by EPA to 

regulate exposures to carcinogens.49 Likewise, at the same receptor location, the hazard indices 

estimated for each chemical are greater than EPA’s level of concern for a hazard index greater 

than 1. All other cancer risk and hazard index estimates are within regulatory levels. 

These risk levels should, however, be assessed in the context of the low probability of 

this failure scenario actually occurring given Class I AoR requirements. Although no 

quantitative method to assess this probability currently exists, the small number of such failures 

after promulgation of the existing UIC regulations, indicates that the probability is likely very 

low. 

A number of detailed human health risk analyses were conducted using actual Class I 

waste constituent data to determine the potential for cancer and noncancer risks associated with 

ingesting water from a USDW contaminated by a Class I well. The results showed that cancer 

and noncancer risks exceed the acceptable risk range for three chemicals at one receptor located 

adjacent to an abandoned unplugged borehole, 573 feet from the injection well, in an aquifer 

below the USDW. This assumes an abandoned borehole is located 500 feet from the injection 

well, and a drinking water well located 1,000 feet from the injection well is pumping 720,000 

gallons per day from an overlying aquifer. Under current UIC regulations requiring AoR studies, 

however, it is unlikely that an abandoned borehole would go undetected. Also, given the small 

number of documented USDW contamination incidents (described in section V.A), the 

probability of this scenario actually occurring is likely very low. 

Probabilistic Risk Assessment of Class I Hazardous Wells 

In 1998, Rish et al. quantitatively estimated the risk of waste containment loss as a result 

of various sets of events associated with Class I hazardous wells.50 Through a series of “event 

trees,” the study estimated the probability that an initiating event will occur and be undiscovered, 

followed by subsequent events that could ultimately result in a release of injected fluids to a 

USDW. 

The study assumed that, given the redundant safety systems in a typical Class I well, loss 

of containment requires a string of improbable events to occur in sequence. For example, a leak 

develops in the packer, followed by a drop in annulus pressure that is undetected due to a 

49 U.S. EPA, Office of Solid Waste and Emergency Response. Role of the Baseline Risk Assessment in Superfund Remedy 

Selection Decisions. OSWER Directive 9355.0-30. 1991. 

50 Rish, W.A., T. Ijaz, and T.F. Long. A Probabilistic Risk Assessment of Class I Hazardous Waste Injection Wells . Draft. 

1998. 

39 
Study of the Risks Associated with Class I UIC Wells 

simultaneous malfunction of the pressure monitoring system, followed by a leak in the long 

string casing between the surface casing and the upper confining layer, resulting in a loss of 

waste isolation. 

The Rish study concluded that Class I hazardous injection wells which meet EPA’s 

minimum design and operating requirements (i.e., a completed no-migration study, two 

confining zones between the injection zone and the lowermost USDW, completed long string 

and surface casings, and redundant safety systems) pose risks that are well below acceptable 

levels. According to the study, the probability of containment loss resulting from each of the 

scenarios examined ranges from one-in-one-million to one-in-ten-quadrillion. The risks for each 

are ranked as follows (from most probable to least probable): cement microannulus leak, 

inadvertent extraction from the injection zone, major injection tube failure, major packer failure, 

breach of the confining zone(s), leak in the packer, and leak in the injection tubing. 

This low risk is attributed to the use of engineered systems and geologic knowledge to 

provide multiple barriers to the release of wastewater to USDWs. And although this risk 

analysis was primarily concerned with Class I hazardous wells, many of the well design and 

construction requirements pertain to Class I nonhazardous wells also. Therefore, the findings of 

a relative low risk in operation of the wells investigated in the Rish study can be extrapolated to 

the typical Class I well which may be managing only decharacterized wastewaters. 

VI. Conclusions 

EPA’s UIC requirements and current operational practices for all Class I wells reflect 

years of experience and insight into what makes Class I wells safe and what practices are 

unacceptable. From the early failures of Class I wells, EPA learned that migration of injected 

wastewater can result from failure of injection wells due to faulty design, construction, operating 

practices, or the presence of pathways for migration near the injection zone. 

Recognizing this, EPA passed its UIC regulations for Class I nonhazardous and 

hazardous wells in 1980 based on the idea that injection into properly constructed and operated 

wells is a safe means to dispose of wastewater. EPA’s geologic siting, well engineering, and 

operating requirements for Class I wells offer multiple safeguards against failure of the well or 

migration of injected fluids. 

Because the presence of an unplugged abandoned borehole can be a significant potential 

contributing factor to migration of injected fluids from the injection zone, EPA requires 

operators to identify and address all improperly abandoned wells in the AoR. Several states that 

account for the majority of all Class I wells require an AoR that is even larger than that required 

by federal regulations. These unplugged wells, if found, must be properly addressed before UIC 

permitting authorities will allow operators to begin injection. 

40

Study of the Risks Associated with Class I UIC Wells 

In addition to the AoR requirement, Class I wells are sited to minimize the potential for 

waste migration. Pre-construction studies by operators must demonstrate that the rock 

formations which make up the injection and confining zones and the local geologic structure are 

amenable to safe injection and confinement of wastewaters. Wells are constructed using well 

materials that are suitable to the injection of wastewaters at the intended pressure, rate, and 

volume. 

Inspections and well testing, along with passive monitoring systems such as continuous 

annulus monitoring systems, can detect malfunctions before wastewaters could escape the 

injection system. Periodic MITs are an additional means of ensuring the integrity of the well 

components. An internal or external MI failure does not imply failure of the injection well or 

loss of wastewater confinement. Rather, they indicate that one of the several protective elements 

may have malfunctioned. 

The probability of Class I well failures, both nonhazardous and hazardous, has been 

demonstrated to be low. Many early Class I failures were a result of historic practices that are 

no longer permissible under the UIC regulations. Class I wells have redundant safety systems 

and several protective layers; an injection well would fail only when multiple systems fail in 

sequence without detection. In the unlikely event that a well would fail, the geology of the 

injection and confining zones serves as a final safety net against movement of wastewaters to 

USDWs. Injection well operators invest millions of dollars in the permitting, construction, and 

operation of wells, and even in the absence of UIC regulations would carefully monitor the 

integrity of the injection operation to safeguard their investments. 

Indeed, failures of Class I wells are rare. Most failures of MI are internal failures, detected by continuous annulus monitoring systems or MITs, and the wells are shut-in until they are 

repaired. EPA’s study of more than 500 Class I nonhazardous and hazardous wells showed that 

loss of MI contributed to only 4 cases of significant wastewater migration (none of which 

affected a drinking water source) over several decades of operation. Even as injection wells are 

entering “middle age,” their MI remains intact. This can be attributed to the rigorous 

requirements for monitoring and for ensuring that the well materials are compatible with the 

wastewater injected. 

The 1988 UIC regulations implementing the HSWA offer additional protection by 

requiring operators of Class I hazardous wells to complete a no-migration petition to demonstrate 

that the hazardous constituents of the wastewater will not migrate from the injection zone for 

10,000 years, or as long as the wastewater remains hazardous. Although operators are not 

required to place decharacterized wastes in wells subject to no migration requirements, the fact 

that these wastes are being injected into Class I hazardous wells offers additional protection by 

this practice. 

41

Study of the Risks Associated with Class I UIC Wells 

From an assessment of information collected on Class I wells, both nonhazardous and 

hazardous, EPA believes that a substantial volume of decharacterized wastes are still being 

disposed via Class I hazardous wells, particularly where the facility may not segregate waste 

streams. Thus, public health and the environment is being afforded an additional level of 

protection by this injection practice, because the additional controls on hazardous wells are in 

place. No migration petitions account for all volumes of waste injected into a Class I hazardous 

well to ascertain the size, shape, and directional drift of the waste plume. 

In addition, states with a proportionally large number of the national total for Class I 

injection wells have stricter regulatory requirements than the minimum federal standards for their 

Class I nonhazardous wells. As such, a substantial number of Class I nonhazardous wells 

managing decharacterized wastes are extremely protective. The EPA has no reason but to 

conclude that existing Class I UIC regulatory controls are strong, adequately protective, and 

provide an extremely low-risk option in managing the wastewaters of concern. 

VII. Annotated Bibliography of Class I Documents 

The sections below provide an annotated bibliography of documents related to Class I 

injection wells. The bibliography is organized by type of document as follows: general 

information on Class I injection; descriptions of computer modeling; studies of mechanical 

integrity testing; program histories, overviews, and evaluations; Class I research; risk analyses; 

and technical and instructional documents. 

General Information on Class I Injection 

The American Association of Petroleum Geologists. “Underground Waste Management and 

Environmental Implications.” Memoir 18 in T.D. Cook, ed., Proceedings of the Symposium on 

Underground Waste Management and Environmental Implications Houston, Texas, December 

6-9, 1971. AAPG. 1972. 

The United States Geological Survey and The American Association of Petroleum 

Geologists undertook joint sponsorship of the Symposium on Underground Waste 

Management and Environmental Implications. Their goal was to document the facts, 

clearly and objectively review the state of the art, and highlight segments of the 

underground waste disposal problems that need further study. The organizing 

committees arranged a program which touched on all aspects of underground waste 

management and its environmental implications. They called upon a panel of 

distinguished authors and practitioners to discuss various segments of the problem. Their 

data are presented in this document. 

42

Study of the Risks Associated with Class I UIC Wells 

The American Association of Petroleum Geologists. “Underground Waste Management and 

Environmental Implications.” Jules Braunstein, ed. Papers Presented at the Second 

International Symposium on Underground Waste Management and Artificial Recharge New 

Orleans, Louisiana, September 26-30, 1973. Vol. 1 and Vol. 2, AAPG. 1973. 

The two volumes in this publication represent the third in a continuing series of AAPG 

publications devoted to the subject of underground waste management. They were 

preceded by Memoir 10, Subsurface Disposal in Geologic Basins, and Memoir 18, the 

proceedings of the First Symposium on Underground Waste Management and 

Environmental Implications. 

Brown, Michael. “The Lower Depths: Underground Injection of Hazardous Wastes.” The 

Amicus Journal. Winter 1986. 

The premise of this article is that deep injection of industrial waste has become extensive 

in America and a way for corporations to rid themselves of toxic residues without 

encountering rigid governmental restrictions and the public clamor associated with the 

more visible landfills. During the previous two decades (especially during the period in 

which the Clean Water Act was implemented), use of such wells had grown to the point 

where more hazardous liquids are injected deep underground than are poured into metal 

drums and buried in standard dumpsites. At the same time that the Chemical 

Manufacturers Association describes deep well injection as “a technically sound and 

costly practice,” a small but growing band of critics contends that, quite to the contrary, it 

is both cheap and dangerous. Several cases of groundwater and air pollution resulting 

from injection wells are provided. The author asserts that problems with UIC programs 

include insufficient regulation and noncompliance with existing regulations. The author 

also claims that some of the weaknesses of the UIC program are its failure to set testing 

requirements to prevent adverse interactions between waste and formation; the lack of 

requirements for financial responsibility after well abandonment; lack of monitoring 

requirements; lack of requirements for post-closure care; and infrequent mechanical 

integrity testing. 

Carter, L.M.H., ed. Energy and the Environment—Application of Geosciences to DecisionMaking. U.S. Geological Survey Circular 1108. February 13-16, 1995. 

Sessions of the Tenth V.E. McKelvey Forum on Mineral and Energy Resources included 

an introduction to energy and the environment, availability and quality of energy 

resources, environmental effects of natural energy occurrence, and environmental effects 

of energy extraction and utilization. This document contains the program and a list of 

short papers from the event. 

43

Study of the Risks Associated with Class I UIC Wells 

Chemical Manufacturers Association. Class I Underground Injection Wells: Responsible 

Management of Chemical Wastes (Pamphlet). 1994. 

This pamphlet highlights many of the successful efforts by Chemical Manufacturers 

Association members to minimize wastes sent to deep injection wells. 

Chemical Manufacturers Association. Deep Well Injection: An Option for Responsible 

Management of Chemical Wastes (Pamphlet). 1994. 

The suitability of deep well injection as a disposal method depends upon the local 

geology and hydrology and the nature and volume of wastes. This pamphlet by the 

Chemical Manufacturers Association provides an introduction to deep well injection of 

chemical wastes. 

Clark, James E. “Environmental Scoring Without Risk Assessment.” Presented at CLEAN 

TEXAS 2000 - Environmental Trade Fair, Underground Injection Control Workshop, Austin, 

Texas. April 14, 1994. 

Many environmental ranking systems continue to rely heavily on the U.S. EPA Toxic 

Release Inventory (TRI) regarding releases of toxic chemicals to the environment. The 

author believes that the current system of TRI reporting does not accurately measure 

exposure or risk to human health and the environment and can overstate the risks 

associated with underground injection. 

E.I. DuPont de Nemours & Co., DuPont Deepwell Training Committee. An Introduction to 

Deepwell Disposal. Injection Well Operator Training Series, Vol. 1. Beaumont, Texas: TeleCon Productions (Videocassette). 1989. 

E.I. DuPont de Nemours & Co., DuPont Deepwell Training Committee. Well Operations and 

Diagnostic Procedures. Injection Well Operator Training Series, Vol. 2. Beaumont, Texas: 

Tele-Con Productions (Videocassette). 1989. 

Ground Water Protection Council. Injection Well Bibliography. Third Edition. Oklahoma City, 

Oklahoma: Ground Water Protection Council. August 1995. 

This is the most comprehensive bibliography published to date on injection wells in the 

United States. It is an update of the editions published by the Underground Injection 

Practices Council in 1989 and 1993. The project was designed by the Ground Water 

Protection Council as a primary reference tool for persons interested in the operation, 

construction, and regulation of various types of injection wells. The bibliography is 

divided into sections based upon well classification and associated topics for easier and 

44

Study of the Risks Associated with Class I UIC Wells 

more accurate searching. The bibliography includes four sections on Class I injection 

wells: “General,” “Hazardous Waste Wells,” “Non-Hazardous, Industrial Wells,” and 

“Non-Hazardous, Municipal Wells.” 

Hickey, John J., and John Vecchioli. “Subsurface Injection of Liquid Waste with Emphasis on 

Injection Practices in Florida.” U.S. Geological Survey Water-Supply Paper 2281. 1984. 

Subsurface injection of waste is not well understood by many state and local 

governmental officials and environmentally concerned citizens who make decisions about 

waste disposal. This report serves as an elementary guide to subsurface injection and 

presents subsurface injection practices in Florida as an example of how one state is 

managing injection. 

Lehr, Jay H. “Underground Injection: A Positive Advocate.” Proceedings of the International 

Symposium on Subsurface Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. 

Dublin, Ohio: National Water Well Association. 1986. 

EPA has focused most of its public attention on the more prevalent brine reinjection 

wells known as Class II wells. Concurrently EPA oversees in situ mining wells (Class 

III), outlaws the disposal of hazardous wastes into or above potable aquifers (Class IV), 

and intends to offer general guidelines for all other injection wells from salt-water 

intrusion barrier wells to geothermal energy wells (Class V). Since the passage of 

SDWA, the least attention was focused on wells disposing of hazardous waste below and 

separated from current or potential underground sources of drinking water (Class I). 

Moffett, Tola B., Philip E. LaMoreaux, Janet Y. Smith, and M. Ben Dismukes. Management of 

Hazardous Wastes by Deep-Well Disposal. Open File Report No. 11. Tuscaloosa, Alabama: 

University of Alabama, Environmental Institute for Waste Management Studies. 1987. 

This report provides an assessment of the deep-well injection of hazardous waste for 

technically trained audiences and the general public. Chapter 2, “Relevant Issues,” 

describes the complex factors that affect deep-well injection. Chapters 3 through 8 

provide basic information concerning the history of deep-well injection, its methodology, 

and its current status. These chapters also provide a basis for determining benefits and 

risks of deep-well injection and for analyzing its potential role in hazardous waste 

management. 

45

Study of the Risks Associated with Class I UIC Wells 

National Water Well Association. Proceedings of the International Symposium on Subsurface 

Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. Dublin, Ohio: National 

Water Well Association. 1986. 

The International Symposium on Subsurface Injection of Liquid Wastes was held in New 

Orleans, Louisiana, March 3-5, 1986. Government officials, industry representatives, 

consulting engineers, and geologists, researchers, and other interested persons met to 

learn about and discuss state-of-the-art techniques employed and variables to consider in 

the operation of underground injection facilities. The conference papers addressed a 

wide variety of topics including a point/counterpoint on the practice of underground 

injection, well construction and testing methods, case studies on the operation of selected 

facilities, and a discussion of the fate and transport of injected wastes. This conference 

provided a forum for all who attended to communicate and share experiences about the 

practice of subsurface disposal and to learn about the implications of future regulation in 

this area. 

Russian-American Center for Contaminant Transport Studies. Summary Report (1993-1994). 

1994. 

This report summarizes the activities of the Russian-American Center for Contaminant 

Transport Studies at the Lawrence Berkeley National Laboratory in 1993-1994. It 

presents the publications and workshops sponsored by the Center, including the 

International Symposium on Scientific and Engineering Aspects of Deep Injection 

Disposal of Hazardous and Industrial Waste (May 10-13, 1994). Co-sponsored by EPA’s 

Office of Ground Water and Drinking Water and the Department of Energy’s Office of 

Environmental Management, the symposium provided an avenue to compare experiences 

and ideas for improving deep well injection technology. 

Smith, R. E. EPA Mission Research in Support of Hazardous Waste Injection 1986-1994. In:

Deep Injection Disposal of Hazardous and Industrial Waste: Scientific and Engineering Aspects. 

John A. Apps and Chin-Fu Tsang, eds. San Diego, California: Academic Press. 1996. p. 9-24.

The central focus of the UIC Class I research program has been to determine under what 

conditions (if any) injection of hazardous wastes is protective of human health and the 

environment. Geological and hydrogeological research helped EPA set minimum siting 

criteria for Class I wells and determine the appropriateness of specific areas for injection. 

Geophysical research has helped delineate underground reservoirs, find abandoned wells 

for Area of Review studies, and determine whether injection could contribute to 

earthquake risk. Geochemical research has provided some additional information on 

transformation of injected waste. Several studies have suggested new methods for well 

siting, testing, and monitoring. Computer models have been required since the 1988 

46

Study of the Risks Associated with Class I UIC Wells 

Land Ban Regulations. A new area of study in modeling is diffusion, which can cause 

minor upward vertical movement of injected wastes. 

Strycker, Arden, and A. Gene Collins. State-of-the-Art Report: Injection of Hazardous Wastes 

Into Deep Wells. Prepared by National Institute for Petroleum and Energy Research for U.S. 

Department of Energy and U.S. Environmental Protection Agency, Robert S. Kerr 

Environmental Research Laboratory. December 15, 1986. 

A survey of the literature shows that some information is available on nearly all of the 

potential chemical and biological transformation processes of hazardous wastes. This 

survey also indicates that additional research is needed in all areas of abiotic and biotic 

waste interactions before definitive explanations can be given on their long-term fate. 

Thornton, Joe. A Shot in the Dark: Underground Injection of Hazardous Waste. A Greenpeace 

Report. July 1990. 

Deep well disposal of hazardous wastes has contaminated groundwater resources, caused 

earthquakes, damaged geological formations, and contaminated soils and surface water 

near wellheads. Because of loopholes in federal laws governing hazardous waste 

disposal, deep well injection is the cheapest and one of the most poorly regulated of all 

disposal methods. 

Underground Injection Practices Council. Injection Wells: An Introduction to Their Use, 

Operation, and Regulation. Undated. 

This document is an outreach brochure designed to disseminate general information 

about all classes of underground injection wells (including Class I). 

Underground Injection Practices Council. An Introduction to the Underground Injection Control 

Program. May 1990. 

This manual is written to inform interested persons about the basic concepts, elements, 

and procedures of the UIC program. Its purpose is to present a comprehensive overview 

of the UIC program so those working with a single program element will have an 

appreciation of the whole program and so elected officials and administrators will be able 

to understand the operation and needs of a successful UIC program. This manual has 

been written from the standpoint of experience gained operating and administering state 

regulatory programs. 

47

Study of the Risks Associated with Class I UIC Wells 

U.S. EPA, Office of Water. Class I Injection Wells and Your Drinking Water. EPA 813-F-94-

002. July 1994. 

This document is an EPA outreach brochure designed to disseminate general information 

about Class I underground injection wells. 

U.S. EPA, Office of Water. Underground Injection Wells and Your Drinking Water. EPA 813-

F-94-001. July 1994. 

This document is an EPA outreach brochure designed to disseminate general information 

about all classes of underground injection wells (including Class I wells). 

Computer Modeling 

Javandel, Iraj, Chin Fu Tsang, and Paul A. Witherspoon. Hydrologic Detection of Abandoned 

Wells. Prepared by Lawrence Berkeley Laboratory for U.S. Environmental Protection Agency, 

Office of Drinking Water. June 1986. 

Thorough characterization of injection zones and confining beds is essential to ensuring 

that no pathways exist for movement of injected wastes to USDWs. This paper presents 

an analytical model for detecting improperly abandoned wells. The analytic solution 

calculates the amount of leakage from an abandoned well and the corresponding 

drawdown at monitoring wells. This paper also proposes a method for detecting deep 

abandoned wells in the area of influence of proposed deep injection wells in a multiple 

aquifer system. 

Kazmann, Raphael G. “Deep Well Injection: Models, Reality, and How to Do It Right.” 

Ground Water. November/December 1988. 

Deep well disposal, when properly done, is the safest method that can be devised for 

removing hazardous wastes from the biosphere. The critical point is the wellhead where 

injection takes place. The fate of the waste should be of no concern, if the geology has 

been interpreted correctly and the other mechanical criteria that have been established are 

met. The article asserts that mathematical modeling does not improve the safety of the 

procedure and that, in the interest of saving time and money, EPA should abandon the 

requirement that mathematical models be prepared as part of the application for a permit 

for deep well disposal of hazardous wastes. The safety of the procedure depends on the 

ability and integrity of the hydrogeologist who interprets the field data and the engineer 

who designs and tests the injection well. 

48

Study of the Risks Associated with Class I UIC Wells 

LaMoreaux, P. E. Synopsis of Use of Mathematical Models to Evaluate Sites for Injection Wells 

for Disposal of Hazardous Wastes. Preliminary Draft. Environmental Institute for Waste 

Management Studies. December 1986. 

Mathematical models are representations of physical systems or processes. Models, both 

flow and geochemical, range from simple to complicated. There are three methods of 

simulating injection of wastewater into reservoirs: analytical, semi-analytical, and 

numerical. 

Larkin, R. G., J. E. Clark, and P. W. Papadeas. “Modeling the Effect of Injectate-Density 

Changes on Disposal Well Plumes.” In: Deep Injection Disposal of Hazardous and Industrial 

Waste: Scientific and Engineering Aspects. John A. Apps and Chin-Fu Tsang, eds. San Diego, 

California: Academic Press. 1996. p. 381-402. 

This paper compares the waste plumes generated by a model using two different 

calculations for injectate density. Models of such plumes are required in some nomigration petitions. Injectate that is of lower density than the native fluid in the injection 

zone can cause the plume to float upward, while injectate with densities higher than those 

of native fluids can cause the plume to sink. One run of the model was performed using 

the average of densities recorded over time at an actual well. Another run was performed 

using varying daily densities at the same well. In addition, equivalent runs were done 

using randomly generated density data. No significant difference in the plume extent 

existed between runs using an average and runs using fluctuating daily data. 

Miller, C., T.A. Fischer II, J.E. Clark, W.M. Porter, C.H. Hales, and J.R. Tilton. “Flow and 

Containment of Injected Wastes.” Ground Water Monitoring Review. Summer 1986. 

This article examines several analytical models for predicting waste movement and 

pressure increases within the injection zone and describing upward permeation of wastes 

through confining layers. Models attempted to account for density differences between 

the waste and native formation brine and permeability variation within the injection zone. 

Initial results indicate that faults and fractures are not likely to provide conductive 

pathways for contaminant migration in Gulf Coast settings, and that site-specific 

evaluations are required to assess the impact of abandoned wells. 

Milly, P.C.D. Obstacles Associated with Transport Modeling of Hazardous Waste Injected 

Underground. 1987. 

Mathematical modeling is one of the few alternatives available for assessing the risk of 

future USDW contamination resulting from subsurface waste injection; alternatives are 

extensive monitoring or comprehensive prohibitions of injection. This report describes 

49

Study of the Risks Associated with Class I UIC Wells 

some of the more serious problems associated with using models to predict waste 

transport. The discussion is general and not limited to any particular mathematical 

model; most remarks apply to most of the models currently in use. 

Morganwalp, David W., and Robert E. Smith. Modeling of Representative Injection Sites. 

1987. 

There are three main objectives to this study. The first is to find key parameters that 

control the transport of hazardous waste at representative injection well sites. The 

second is to investigate the role of molecular diffusion in hazardous waste injection well 

settings. The third objective is to show by example that hazardous waste injection can be 

modeled. The objectives were achieved by modeling idealized representations of actual 

hazardous waste injection wells. 

Papadeas, P. W. “Field Testing for Model Confirmation: Case Histories from Du Pont.” In:

Deep Injection Disposal of Hazardous and Industrial Waste: Scientific and Engineering Aspects. 

John A. Apps and Chin-Fu Tsang, eds. San Diego, California: Academic Press. 1996. p. 325­

348.

As part of hazardous and nonhazardous waste injection at Class I injection wells, 

detailed, site-specific models are employed to predict and track waste injectate over time. 

Flow and containment of this injected waste in the subsurface can be demonstrated to 

regulators with a reasonable degree of certainty exclusively through the use of modeling 

techniques; however, only direct field testing can corroborate the model results. Case 

histories covering over 40 years of injection well operations corroborate the findings of 

models and active disposal systems. 

Thornhill, J.T., T.E. Short, and L. Silka. “Application of the Area of Review Concept.” Ground 

Water. Vol. 20, No. 1. January/February 1982. 

Analytical equations can be used to calculate pressure buildup in injection zones. In 

areas of review characterized by numerous injection wells, care must be taken to account 

for the effect of every injection well on pressure buildup to prevent the migration of 

fluids to USDWs. 

50

Study of the Risks Associated with Class I UIC Wells 

Mechanical Integrity Testing 

The Cadmus Group, Inc. External Mechanical Integrity Log Interpretations for Class I Wells in 

Texas (DRAFT). Prepared for U.S. Environmental Protection Agency, Region 6, Underground 

Injection Control Section. September 30, 1993. 

This report presents a summary and analysis of the geophysical log interpretations 

performed for Class I hazardous waste (HW) disposal wells in Texas. This task was part 

of a larger Cadmus study of Class I HW file reviews undertaken for EPA Region 6, as 

part of the oversight efforts required for primacy states under the UIC Program. The 

report explains the technology, including radioactive tracer tests and cement bond logs, 

used to assess mechanical integrity for 61 Class I wells. Analysis of the data indicate that 

most radioactive tracer surveys were not conducted according to Texas Natural 

Resources Conservation Commission guidelines, 29 percent of the wells had no cement 

bond logs (CBLs) on file, and most wells that did have logs showed insufficient cement 

casing (even though their permit applications state that cement extends to the surface). 

Of the wells that did have CBLs, many had logs so poorly calibrated that interpretation 

could not be considered reliable. Recommendations included minimum standards for 

cement bond logs, performance standards for cementing Class I hazardous wells, use of 

oxygen activation logs instead of radioactive tracer tests in some cases, and supplemental 

training of MI reviewers at primacy agencies. 

Engineering Enterprises, Inc. Analysis of Mechanical Integrity Tests and Permit File Reviews. 

Prepared for U.S. Environmental Protection Agency, Office of Drinking Water, Groundwater 

Protection Branch. September 1986. 

This report analyzes the mechanical integrity testing programs for Direct Implementation 

states. It discusses the applicability and effectiveness of various types of mechanical 

integrity tests and comments on significant variances in failure rates. The report 

evaluates the adequacy of file review procedures and provides recommendations for 

standardizing reporting forms, for follow-up actions for MIT failures and call-in 

procedures, and for file reviews of well operations. 

Geraghty & Miller, Inc. Mechanical Integrity Testing of Injection Wells. Prepared for U.S. 

Environmental Protection Agency, Office of Drinking Water. April 30, 1980. 

The various logging techniques used in determining mechanical integrity are widely 

employed and were developed for this purpose. They are an indirect measurement and 

are indicators of a condition. They measure something electronically: temperature, sound 

velocity, noise levels, etc. Thus, data interpretation is subjective and depends on the 

skills and experience of the operator, in contrast to a pressure test, which is a more direct, 

51

Study of the Risks Associated with Class I UIC Wells 

readily observable indicator of a condition. But surveys such as noise, temperature, and 

tracer logs can be substituted for pressure testing. While the pressure tests yield more 

positive results, it may be more economical for the operator to substitute the appropriate 

log or logs. The evidence will be less direct, but the burden of proof should be on the 

operator to demonstrate conclusively that the well possesses the required integrity. 

Jarrell, Malcolm D. “Integrity Testing of Class I Hazardous Injection Wells—Related 

Experience in the Great Lakes Region.” Proceedings of the International Symposium on 

Subsurface Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. Dublin, Ohio: 

National Water Well Association. 1986. 

This paper discusses mechanical integrity testing of Class I hazardous waste disposal 

wells in EPA Region 5. It addresses test procedure development, implementation, and 

interpretation. The test procedures are based on site-specific well construction, 

operation, and geological considerations. Testing methods include the radioactive tracer 

survey and annular pressure testing. The interpretation of test results are discussed as 

related to U.S. EPA’s criteria for acceptance. The principles applied could prove helpful 

in establishing regional standards for mechanical integrity testing. 

Whiteside, Robert F., and Stuart F. Raef. “Mechanical Integrity of Class I Injection Wells.” 

Proceedings of the International Symposium on Subsurface Injection of Liquid Waste. (New 

Orleans, Louisiana, March 3-5, 1986). Dublin, Ohio: National Water Well Association. 1986. 

This paper reviews the siting, construction, and testing of Class I disposal wells and how 

these are designed to ensure mechanical integrity. Periodic mechanical integrity testing 

is discussed, including pressure testing and logging, as are the advantages and limitations 

of each technique. Advantages and disadvantages of packer-annulus versus packerless 

well completions are discussed as they pertain to annulus monitoring. 

Program Histories, Overviews, and Evaluations 

Brower, Ross D., Ivan G. Krapac, Bruce R. Hensel, Adrian P. Visocky, Gary R. Peyton, John 

Stephen Nealon, and Mark Guthrie. Evaluation of Current Underground Injection of Industrial 

Waste in Illinois. Final Draft Report. Savoy, Illinois: Illinois Department of Energy and Natural 

Resources, Hazardous Waste Research and Information Center. March 1986. 

The objectives of this assessment were to determine whether underground injection is an 

appropriate method of waste disposal in Illinois and to provide recommendations to the 

Legislature, Legislative Council, the Governor’s Office, and state agencies concerning 

this disposal practice. The final report presents the results of the study mandated by 

legislation. The following topics are addressed in the report: (1) The current state 

52

Study of the Risks Associated with Class I UIC Wells 

regulations and regulatory practices of the Illinois Class I UIC program; (2) An historical 

evaluation of the operation and maintenance of underground injection facilities in 

Illinois, including a review of the types of wastes and potential problems associated with 

underground waste disposal; (3) A review of the Class I UIC programs in other states and 

comparison with the program in Illinois, including current issues and trends in deep well 

injection; (4) A summary of geologic information in Illinois to identify areas and geologic 

formations that are being used and might be targeted for future injection; (5) An 

identification of alternative waste disposal management options, along with treatment 

requirements, treatment technologies, associated costs for selected waste management 

options, and potential environmental impacts; and (6) Conclusions and recommendations. 

The authors conclude that deep well injection is a viable means of disposal when carried 

out within the requirements of the UIC regulations. The regulations are sufficient, 

although updates are needed for waste sampling protocol and chemical analysis of 

samples in order to keep up with technological advances. Additions recommended for 

Illinois’ UIC program include analysis of the injection waste, which should be required at 

the time of permitting and annually thereafter. Pretreatment of injection waste to remove 

hazardous components could increase operating costs 3 to 40 times, depending on the 

industry, and could have more serious environmental impacts than injection without 

treatment. More research is needed on interaction between wastes, pore water, and 

formations. A monitoring strategy should be developed. 

The Cadmus Group, Inc. Responses to questions 2, 5c, and 9b of Congressman John D. 

Dingell’s letter to William K. Reilly, dated October 22, 1992, regarding disposal of hazardous 

wastes, deep injection, and underground wells at 42 U.S.C. section 6924 (F) - (G). Prepared for 

U.S. Environmental Protection Agency, Office of Ground Water and Drinking Water,

Underground Injection Control Branch. January 29, 1993 (for responses to 2 and 5c) and 

February 24, 1993 (for response 9b). 

Questions 2, 5c, and 9b of Congressman Dingell’s letter request a list of wells for which 

EPA has granted no-migration petitions, the education and background of staff who 

review no-migration petitions, and reviews of compliance with groundwater monitoring 

requirements associated with injection wells. This information is provided in the 

response document. 

Chemical Manufacturers Association, Underground Injection Control Program. Operational 

Status of Class I HW Wells: 1984-1991. Washington, DC: Bryan, Cave, McPheeters & 

McRoberts. February 1991. 

This study was conducted to determine the impact of the Hazardous and Solid Waste 

Amendments of 1984 on Class I hazardous waste injection well practices. The data 

includes only those facilities that were in existence prior to 1984. The conclusions are 

53

Study of the Risks Associated with Class I UIC Wells 

based on available documentation, including EPA’s 1985 Report to Congress on the 

Injection of Hazardous Waste, EPA’s February 1988 Federal Underground Injection 

Control Reporting System Class I wells printout, and individual facility reports. 

Davis, Ken E., and T. Lawrence Hineline. “Two Decades of Successful Hazardous Waste 

Disposal Well Operation—A Compilation of Case Histories.” Proceedings of the International 

Symposium on Subsurface Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. 

Dublin, Ohio: National Water Well Association. 1986. 

The monitoring systems and mechanical integrity programs required by the federal and 

state UIC programs have an excellent record of detecting problem areas prior to any 

deleterious effects on the environment. Most alleged MI failures are due merely to the 

improper operation of monitoring equipment and do not result in any environmental 

hazard. This article presents case histories on how operation problems were identified 

and successfully eliminated, how monitoring systems identified potential problems, and 

how wells were repaired. 

Dingell, John D., Chairman, U.S. House of Representatives, Subcommittee on Oversight and 

Investigations of the Committee on Energy and Commerce. Letter to William K. Reilly, 

Administrator, U.S. Environmental Protection Agency, regarding disposal of hazardous wastes, 

deep injection, and underground wells at 42 U.S.C. section 6924 (F) - (G). October 22, 1992. 

Citing public concern about EPA’s implementation of the HSWA Amendments, 

Congressman Dingell requested information on injection wells, including no-migration 

petitions, Class I well failures, inspection requirements, and other information. 

Elsevier Science Inc. “RCRA Land Disposal Restrictions: A Guide to Compliance—1996 

Edition.” The Hazardous Waste Consultant. June/July 1996. 

The most recent revisions to the Land Disposal Restrictions program were promulgated 

in the Phase III LDR rule in early April 1996. The primary focus of this regulation is 

implementation of H.R. 2036, the Land Disposal Program Flexibility Act. All of the 

rules issued under Phases I, II, and III are discussed in this guide. 

Gordon, Wendy, and Jane Bloom. “Deeper Problems: Limits to Underground Injection as a 

Hazardous Waste Disposal Method.” New York: Natural Resources Defense Council, Inc. 

1986. 

The injection of hazardous waste into subsurface rock formations is the predominant 

form of liquid hazardous waste disposal in the United States and one of the least 

understood. Despite the considerable reliance on underground injection for disposing of 

54

Study of the Risks Associated with Class I UIC Wells 

hazardous wastes, neither the effective injection of fluids nor their safe containment can 

presently be ensured. This article analyzes the practice of underground injection as a 

hazardous waste disposal method and evaluates the limits to its use and the degree of 

protection against groundwater contamination current injection methods can ensure. It 

identifies specific research needs necessary to determine the technical and environmental 

constraints associated with underground injection and its potential for ensuring complete 

containment of waste. Also examined is the adequacy of the UIC program in preventing 

groundwater contamination and other environmental damage due to migration of 

hazardous wastes. The article recommends specific regulatory changes that could result 

in more protective underground injection operations. 

ICF, Inc. Class I Mechanical Integrity Failure Analysis: 1993-1998. Prepared by ICF, Inc., 

Fairfax, Virginia, for U.S. Environmental Protection Agency, Office of Ground Water and 

Drinking Water, Underground Injection Control Program. September 1998. 

This report summarizes mechanical integrity failures in Class I wells between 1993 and 

1998, including the number of Class I injection failures during the period, the causes of 

these MI failures, and EPA and state responses to them. It is a follow up to a similar 

study of the period from 1988 to 1991. EPA found that between the last study and this 

one, MI failures of all types dropped by half in every state, except Texas, where MI 

failures increased two-fold. (The results of the study are described in greater detail in 

Section V.A.) 

Michigan Department of Natural Resources. Deep Well Injection of Hazardous Waste In 

Michigan. May 1986. 

The State of Michigan convened an advisory committee to determine whether deep well 

injection in Michigan should be banned or allowed to continue under existing or revised 

regulations. The committee concluded that deep well injection should be allowed to 

continue, provided that the state’s regulatory program is improved. Key 

recommendations included specifying construction, closure, and mechanical integrity 

testing requirements; banning the injection of highly toxic, persistent halogenated 

organics; requiring shallow groundwater monitoring; requiring regular reassessments of 

alternative technologies; and improving the compliance and enforcement program. 

55

Study of the Risks Associated with Class I UIC Wells 

Reeder, Louis R., James H. Cobbs, John W. Field, Jr., William D. Finley, Steven C. Vokurka, 

and Bernard N. Rolfe. Review and Assessment of Deep-Well Injection of Hazardous Waste 

(Volumes I-IV). Prepared by Louis R. Reeder and Associates for U.S. Environmental Protection 

Agency, Office of Research and Development, Municipal Environmental Research Laboratory. 

June 1977. 

Geologic and engineering data are generally available to locate, design, and operate a 

deep injection well. In contrast, little information exists on salaquifer chemistry as well 

as waste interactions with the receiving salaquifer. Problems occur when there is a 

failure to use available geologic information and proven engineering practices in design 

and completion. For more effective oversight of deep well injection, standardization of 

state regulations is necessary. 

Temple, Barker & Sloane, Inc. “Findings on Class I Hazardous Wells Affected by the Land Ban 

Rules.” Memorandum from Annette Hulse, Elaine Haemisegger, Marc Blaustein, Laurie 

Remmers, and Hollie Maheney (TBS) to John Atecheson, Dave Morganwalp, and Mario Salazar, 

U.S. Environmental Protection Agency. December 15, 1987. 

This report summarizes the findings of a study on (1) wells affected by the land ban rules, 

(2) available alternative commercial treatment, and (3) available transportation capacity

(truck and rail) to move the banned wastes from the current point of disposal to the point 

of alternative treatment. The report concludes that, in the short-term after the land ban 

would take effect, there would likely be a shortage of transport capacity given the great 

increase in liquid hazardous waste to be transported. The report predicts that, after 2 

years, the combination of reduced volumes of wastes to be transported and increased 

transportation capacity should allow for safe movement of banned wastes. 

Texas Department of Water Resources. Underground Injection Operations in Texas: A 

Classification and Assessment of Underground Injection Activities. Compiled by Ben Knape. 

Report 291. Texas Department of Water Resources, Austin, Texas. December 1984. 

Underground injection operations in Texas are regulated by the Texas Department of 

Water Resources (succeeded by the Texas Natural Resource Conservation Commission) 

and the Railroad Commission of Texas. This report presents the history of regulatory 

program development for underground injection operations in Texas. It describes the 

construction features, operating practices, nature and volume of injected fluids, relative 

pollution potentials, legal and jurisdictional considerations, and regulatory 

recommendations for the various types of injection wells that exist in the state. 

56

Study of the Risks Associated with Class I UIC Wells 

Underground Injection Practices Council. A Class I Injection Well Survey (Phase I Report): 

Survey of Selected Sites. D19976.S1. Prepared by CH2M Hill, Gainesville, Florida. April 

1986. 

This two-phase study provides a comprehensive data base and an objective summary of 

the performance and operation of Class I injection wells. Phase I of study consisted of a 

survey of the operational history of 45 Class I well sites representing 106 individual 

wells. The selection of these 45 sites was based upon published reports and input from 

UIC Program directors that identified injection well facilities with some history of or 

alleged operation problems. This report provides a factual summary of the events 

surrounding alleged operational problems at 45 Class I injection well facilities. (The 

results of the study are described in greater detail in Section V.A.) 

Underground Injection Practices Council. A Class I Injection Well Survey (Phase II Report): 

Survey of Operations. December 1987. 

In this nationwide study of Class I injection wells, files were reviewed and information 

collected on 539 operational, previously operational, or planned wells. Phase II of the 

study consisted of a survey of approximately 250 Class I injection well sites. Phase II 

included development of a comprehensive data base for each of these sites and an 

assessment of the performance characteristics of Class I injection wells. Ninety-nine of 

these wells were eliminated from the data base because they could not be classified as 

Class I wells by the type of waste injected, they were never constructed, or were under 

construction when the study was conducted. Construction, operation, and permit data for 

the remaining 440 wells as of January 1, 1985, were collected and reviewed to evaluate 

the suitability and reliability of these wells as a waste disposal method. The primary 

sources of information on Class I wells were the state or federal agencies responsible for 

permitting the Class I wells in each state. The study concludes that Class I wells are a 

viable method for disposal of wastewaters, where suitable hydrogeologic conditions exist. 

Underground Injection Practices Council. Class I Injection Well Survey. Prepared by Golder 

Associates, Inc., Houston, Texas. April 1990 (updated from April 1986). 

This nationwide survey of Class I injection wells was conducted by Golder Associates to 

evaluate the changes in geographic distribution and usage patterns and to identify the 

major concerns of Class I injection operators. The collection of data for this survey 

occurred from January 1 to March 31, 1990. As concluded in the previous Class I 

Injection Well Survey (UIPC, 1987), this type of injection, as presently regulated, is a 

cost-effective yet environmentally sound method of liquid waste disposal when suitable 

hydrogeologic conditions exist. 

57

Study of the Risks Associated with Class I UIC Wells 

U.S. EPA. Land Disposal Restrictions: Court Decision on Characteristic Hazardous Wastes. 

Briefing for Administrator Carol Browner. March 1993. 

This decisional briefing provides an overview of the RCRA Land Disposal Restrictions 

Program, discusses the Third Third Rule, and highlights key aspects of the DC Circuit 

Court’s 1992 opinion on characteristic wastes and aspects of the Court’s decision that 

EPA must address. 

U.S. EPA, Office of Drinking Water. Report to Congress on Injection of Hazardous Waste. 

EPA 570/9-85-003. May 1985 (Second Printing, July 1985). 

This report was prepared to meet the requirement of section 701 of the Hazardous and 

Solid Waste Amendments of 1984. The report summarizes the collected raw data and 

provides general information about disposal of waste by underground injection wells. 

The report also covers aspects of engineering, hydrogeology, waste characteristics, and 

regulatory controls. 

U.S. EPA, Office of Drinking Water. Site Visit Report; (Facilities Visited as Part of the Data 

Gathering Effort for the Preparation of the Report to Congress on the Injection of Hazardous 

Waste). May 1985. 

This document represents working papers used in preparation of the final Report to 

Congress on the Injection of Hazardous Waste. It is a compilation of field reports on the 

geology, well design and operation, and regulatory controls based on visits to 20 facilities 

representing various hydrogeologic, regulatory, and other circumstances. 

U.S. EPA, Office of Ground Water and Drinking Water. Underground Injection Control 

Program: Information Collection Request. Prepared by the Cadmus Group, Inc. June 1998. 

This document estimates the burden and cost to operators, states, and EPA associated 

with implementing the UIC requirements. It outlines required activities associated with 

siting, constructing, operating, and closing Class I hazardous and nonhazardous injection 

wells based on the federal requirements at 40 CFR 146 and estimates cost associated with 

all required activities, including no-migration petitions. 

U.S. EPA, Office of Ground Water and Drinking Water. Analysis of the Effects of EPA 

Restrictions on the Deep Injection of Hazardous Waste. EPA 570/9-91-031. October 1991. 

This report describes how EPA regulations, including the no-migration petition 

requirement, prevent Class I hazardous wells from endangering USDWs. It also 

documents changes in the Class I hazardous well population and Class I hazardous waste 

58

Study of the Risks Associated with Class I UIC Wells 

management practices that have occurred since the regulations were promulgated. The 

report concludes that Class I hazardous wells are subject to strict technical requirements 

and are rigorously evaluated to ensure that they do not endanger USDWs. 

U.S. EPA, Office of Ground Water and Drinking Water, Underground Injection Control Branch. 

Class I Well Failure Analysis: 1988-1991. Prepared in response to Question 4 in Congressman 

John D. Dingell’s letter to William K. Reilly, dated October 22, 1992, regarding disposal of 

hazardous wastes, deep injection, and underground wells at 42 U.S.C. section 6924 (F) - (G). 

March 5, 1993. 

This study focuses on the records of over 500 Class I wells in 14 states for the period 

January 1988 to January 1993. Findings include 130 internal mechanical integrity (MI) 

failures, 1 external MI failure, and 4 cases of significant waste migration. None of the 

failures is known to have affected a USDW. The 130 internal MI failures were detected 

during operation by the continuous annulus monitoring system, and the wells were 

automatically shut-in until operators could make repairs. The single external MI failure 

did not involve waste migration from the injection zone or flow into a USDW, and was 

detected by routine periodic external MIT. Three of the 4 cases of nonhazardous waste 

migration occurred in areas of Florida known to have small-scale natural fracturing and 

were detected by deep monitoring wells installed for that purpose. The mechanism of 

migration of the other case (Aristech, Ironton OH) is unclear, but is believed to be smallscale natural fracturing. The need for deep monitoring wells at every Class I facility is 

precluded by geologic conditions at most sites, but the option is available to directors if 

local conditions warrant their use. (The results of the study are described in greater detail 

in Section V.A.) 

U.S. EPA, Office of Water Supply. The Report to Congress. Waste Disposal Practices and 

Their Effects on Ground Water. January 1977. 

This report to Congress examines the impact of waste disposal practices, including 

injection, on groundwater quality in the United States. It discusses the severity of 

contamination, sources of contaminants, and the regions of the nation where 

contamination is most prevalent. The report recommended additional legislation for 

groundwater protection. It also encouraged data collection on potential sources of 

contamination and more careful siting of new land disposal facilities. 

59

Study of the Risks Associated with Class I UIC Wells 

U.S. General Accounting Office. Hazardous Waste---Controls Over Injection Well Disposal 

Operations. Report to the Chairman, Environment, Energy, and Natural Resources 

Subcommittee, Committee on Government Operations, House of Representatives. GAO/RCED87-170. August 1987. 

At the request of the Chairman of the Environment, Energy, and Natural Resources 

Subcommittee, House Committee on Government Operations, GAO assessed the controls 

that monitor the operations of underground injection wells. It evaluated whether and to 

what extent there is evidence that hazardous waste from underground wells has 

contaminated underground sources of drinking water. GAO also assessed EPA and state 

oversight of underground injection of hazardous waste and determined what program 

changes are expected from an upcoming ban on the underground injection of hazardous 

waste. (The results of the study are described in greater detail in Section V.A.) 

U.S. General Accounting Office. Information on EPA’s Underground Injection Control 

Program. GAO/RCED-95-21. Report to The Honorable John D. Dingell, Chairman, 

Subcommittee on Oversight and Investigations, Committee on Energy and Commerce, House of 

Representatives. December 5, 1994. 

This report reviews certain aspects of EPA’s program governing deep-well injection. 

Specifically, these include (1) results of EPA’s efforts to implement the 1984 

amendments to ban underground injection of hazardous wastes, (2) accuracy of EPA’s 

inspection and enforcement data to ensure reliable program oversight, and (3) 

implementation of recommendations to improve the UIC program made in earlier reports. 

The report concludes that EPA has either implemented or is in the process of 

implementing most of the recommendations contained in GAO’s prior two reports, 

including strengthening its oversight of each region’s underground injection control 

program. EPA is currently reviewing proposed changes to the oil and gas waste injection 

well program. One of the proposed changes would require all well operators to search 

for and plug any improperly plugged wells in the immediate vicinity of their wells, as 

GAO recommended. 

Van Voorhees, Robert F., Kenneth M. Kastner, and Barton D. Day. New RCRA Land Disposal 

Restrictions Will Radically Change Regulation of Characteristic Hazardous Waste. Prepared by 

Bryan Cave. 1994. 

This report is an update on the status of the RCRA LDR rules imposed by EPA in 

response to the “Third Third” court decision. The report also summarizes the key 

changes that occurred to the LDR program and EPA’s rulemaking schedule. 

60

Study of the Risks Associated with Class I UIC Wells 

Visocky, Adrian P., Gary R. Peyton, and John S. Nealon. “Study of Current Underground 

Injection Control Regulations and Practices in Illinois.” Proceedings of the International 

Symposium on Subsurface Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. 

Dublin, Ohio: National Water Well Association. 1986. 

The regulatory structure for Class I injection wells is generally adequate in concept and 

scope to ensure containment of injected wastes and to safeguard underground sources of 

drinking water in Illinois. There is a need to update and strengthen selected portions of 

the regulatory practices in the areas of waste sampling protocol, chemical analysis of 

collected waste samples, and evaluation of well testing and monitoring data. 

Class I Research 

Collins, A. Gene and M.E. Crocker. Laboratory Protocol for Determining Fate of Waste 

Disposed in Deep Wells: Project Summary. EPA/600/S8-88/008. Ada, Oklahoma: U.S. 

Environmental Protection Agency, Robert S. Kerr Environmental Research Laboratory. April 

1988. 

The objective of this research investigation was to develop a laboratory protocol for use 

in determining degradation, interaction, and fate of organic wastes disposed of in deep 

subsurface reservoirs via disposal wells. Knowledge of the ultimate fate of such wastes is 

important because provisions of the Resource Conservation and Recovery Act (RCRA) 

require that by August 1988, EPA must show that the disposal of specified wastes by 

deep-well injection is safe to human health and the environment, or the practice must be 

stopped. The National Institute for Petroleum and Energy Research (NIPER) developed 

this protocol primarily by transferring some of its expertise and knowledge of laboratory 

protocol relevant to improved recovery of petroleum; for example, (1) core analysis, (2) 

brine analysis, (3) oil analysis, (4) dynamic fluid flow systems, which simulate subsurface 

reservoir conditions, and (5) appropriately trained personnel. This study was designed to 

investigate the adsorption properties of a specific reservoir rock which is representative 

of porous sedimentary geologic formations used as repositories for hazardous organic 

wastes. Phenol is the principal hazardous waste product that has been injected into the 

Frio formation; therefore, a decision was made to use phenol and sedimentary rock from 

the Frio formation for a series of laboratory experiments to demonstrate the protocol. 

The developed protocol can be used to evaluate mobility, adsorption, and degradation of 

an organic hazardous waste under simulated subsurface reservoir conditions. 

61

Study of the Risks Associated with Class I UIC Wells 

Goolsby, Donald A. Geochemical Effects and Movement of Injected Industrial Waste in a 

Limestone Aquifer. April 1972. 

This paper presents a case history and the hydraulic and geochemical effects of an 

industrial injection well system near Pensacola, Florida. Geochemical effects of the 

injection, which were first detected at a monitoring well 10 months after injection 

commenced, included increases in calcium ion concentration, total alkalinity, and 

nitrogen and methane gas generation. Tests made in 1968 indicated that rapid 

denitrification and neutralization of the waste occurred near the wells. 

Grula, M.M., and E.A. Grula. Feasibility of Microbial Decomposition of Organic Wastes Under 

Conditions Existing in Deep Wells. Final Report. U.S. Bureau of Mines. December 31, 1975. 

The objective of this work was to determine the feasibility of inoculation of underground 

injected wastes with bacteria which would decompose toxic substances underground 

through metabolic processes. If such a technique could be developed, the toxicity of the 

injected wastes could eventually be neutralized and thus eliminate a possible, although 

remote, hazard that would result if the injected wastes found a conducting path to the 

surface at some future date. Several new aspects of microbe growth under conditions of 

elevated temperature and pressure were discovered. However, the general conclusion 

drawn from this work is that biodegradation of organic compounds will be very limited, 

or entirely absent, under the conditions existing in deep geologic formations. 

Hickey, John J., and William E. Wilson. Results of Deep-Well Injection Testing at Mulberry, 

Florida. USGS/WRI 81-75. PB82-193004. Tallahassee, Florida: U.S. Geological Survey, 

Water Resources Division. February 1982. 

At the Kaiser Aluminum and Chemical Corporation plant, Mulberry, Florida, highchloride, acidic liquid wastes are injected into a dolomite section at depths below about 

4,000 feet. Sonar caliper logs made in April 1976 revealed a solution chamber that is 

about 100 feet in height and has a maximum diameter of 23 feet in the injection zone. 

Results from two injection tests in 1972 were inconclusive because of complex 

conditions and the lack of an observation well that was open to the injection zone. In 

1975, a satellite monitor well was drilled 2,291 feet from the injection well and open to 

the injection zone. In April 1975 and September 1976, a series of three injection tests 

were performed. Based on an evaluation of the factors that affect hydraulic response, 

water-level data suitable for interpretation of hydraulic characteristics of the injection 

zone were identified to occur from 200 to 1,000 minutes during the test. Test results 

indicate that leakage through confining beds is occurring. It appears that the overlying 

beds are probably relatively impermeable and significantly retard the vertical movement 

of neutralized waste effluent. 

62

Study of the Risks Associated with Class I UIC Wells 

Horvath, Edward. Interactions of Aquifer Flora and Industrial Waste in a Model Deep Well 

Disposal System. Ph.D. Thesis, Department of Microbiology, North Carolina State University at 

Raleigh. 1977. 

A model system was developed to study the biological compatibility of aqueous industrial 

waste and subterranean disposal zones for injected waste. The model design 

incorporated devices for anaerobic, aseptic compositing of effluent samples (for chemical 

and biological analysis); collection of gases generated in the model elements; isolation of 

model elements against downstream contamination; and imposition of a normally 

distributed waste concentration profile in the feed stream. The model demonstrated that 

degradation of waste constituents was dependent on the addition of inorganic nutrients, 

even in diluted wastes. The model was also used to study the mutual effects of 

formaldehyde-free waste and aquifer flora. In effluent samples, formic acid in the waste 

was completely degraded in 2 months; this degradation is related to reduction of sulfate 

and nitrate in aquifer flora. 

Jafvert, Chad T. and N. Lee Wolfe. Degradation of Selected Halogenated Ethanes in Anoxic 

Sediment-Water Systems. Undated. 

This paper presents the results of a study on degradation of selected halogenated ethanes 

in anoxic sediment-water suspensions. This study was undertaken to investigate factors 

that influence the rates of reductive transformations of halogenated hydrocarbons in 

environmental systems. The study examined both environmental variables and inherent 

chemical properties of substituted compounds. Eh measurements indicated reduced 

environmental conditions. Hexachloroethane, 1,1,2,2-tetrachloroethane, 1,2-

diiodoethane and 1,2-dibromoethane degraded within minutes to days; 1,2-dichloroethane 

remained in the systems for at least 35 days (the length of the experiment). 

Johnston, Orville C., and Ben K. Knape. Pressure Effects of the Static Mud Column in 

Abandoned Wells. LP86-06. Texas Water Commission, Austin, Texas. September 1986. 

This study evaluated historical drilling practices and the safety of injection operations as 

they relate to possible inter-formational fluid movement through abandoned boreholes, 

gel strength of wellbore muds, and the effects of geologic and geographic variation on 

natural borehole closure. It was based on literature and file research and interviews with 

knowledgeable staff. The study found that wells plugged with mud only resist vertical 

fluid movement to some extent, that abandoned uncased wells may remain stable for up 

to decades, mud gel strengths increase with time and temperature, and some abandoned 

uncased wells close on themselves due to unstable geology. 

63

Study of the Risks Associated with Class I UIC Wells 

Kreitler, Charles W. “Hydrogeology of Sedimentary Basins as it Relates to Deep-Well Injection 

of Chemical Wastes.” Preprint of a paper presented at the International Symposium on 

Subsurface Injection of Liquid Waste. New Orleans, Louisiana. March 3-5, 1986. 

This paper describes and compares the hydrogeology of three sedimentary basins in 

Texas (the Gulf of Mexico, East Texas, and Palo Duro basins). Sedimentary basin 

hydrogeology is important to hazardous waste injection because regional hydrogeology 

controls the fate, transport, and confinement of chemical wastes injected into deep saline 

sections of sedimentary basins. Factors that control and describe basin hydrogeology 

include geologic history, flow mechanisms, potential energy distributions, permeability, 

the occurrence of faults and fractures, and the origin and age of saline waters. 

Leenheer, R.L. Malcolm and W.R. White. Physical, Chemical, and Biological Aspects of 

Subsurface Organic Waste Injection Near Wilmington, North Carolina. U.S. Geological Survey 

Professional Paper 987. 1976. 

This is a case study of injection of an industrial organic waste into a sand, gravel, and 

limestone aquifer near Wilmington, North Carolina. Field and laboratory data pertaining 

to the physical, chemical, and biological effects of waste injection at the site are also 

presented. The report discusses a conceptual model of the various stages of injectate 

reactivity and its subsurface movement. Problems with injection well pressure build-up 

and migration of wastes into shallower aquifers are attributed to reactions between 

certain organic wastes and aquifer components. 

Schwarzenbach, Rene P., and Walter Giger. Behavior and Fate of Halogenated Hydrocarbons 

in Ground Water. Undated.

 Groundwater contamination by halogenated hydrocarbons has been reported on 

numerous occasions, and these compounds present human health concerns. This paper 

summarizes the results of laboratory and field studies on the behavior and fate of 

halogenated hydrocarbons in ground water and during groundwater infiltration. For 

example, many halogenated hydrocarbons are very mobile and are quite resistant to 

chemical transformations. Little is known about biotransformation, however. The paper 

focuses on sorption behavior and mobility of halogenated hydrocarbons in aquifers. The 

chemical and biological transformations of individual chemicals are discussed as well. 

64

Study of the Risks Associated with Class I UIC Wells 

Scrivner, N.C., K.E. Bennett, R.A. Pease, A. Kopatsis, S.J. Sanders, D.M. Clark, and M. Rafal. 

“Chemical Fate of Injected Wastes.” Proceedings of the International Symposium on Subsurface 

Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. Dublin, Ohio: National 

Water Well Association. 1986. 

The chemical fate of wastes put into disposal wells can be determined using standard 

chemical engineering techniques. The concentration of hazardous constituents is 

typically reduced by reactions within the waste itself or by reactions with the injection 

zone material, thus reducing any potential impact on the environment. Such reactions 

include neutralization, hydrolysis, ion exchange, adsorption, precipitation, coprecipitation, and microbial degradation. Extensive research was done to quantify these 

phenomena, so they could be used in a predictive model. 

Vecchioli, John, D.J. McKenzie, C.A. Pascale, and W.E. Wilson. Active Waste-Injection 

Systems in Florida, 1976. Open-File Report 79-1296. U.S. Department of the Interior, 

Geological Survey. 1979. 

By the end of 1976, seven systems were injecting liquid wastes into Florida’s subsurface 

environment at a combined average rate of 15 million gallons per day. This report 

presents information for each of these systems on the kind and amount of waste injected 

and type of pre-treatment, construction characteristics of the injection and monitor wells, 

type of test and monitoring data available, and briefly discusses any operational problems 

experienced. 

Walter, Bill. “Remediation of Ground-Water Contamination Resulting From the Failure of a 

Class I Injection Well: A Case History.” Proceedings of the International Symposium on 

Subsurface Injection of Liquid Waste. New Orleans, Louisiana, March 3-5, 1986. Dublin, Ohio: 

National Water Well Association. 1986. 

The purpose of this paper is to describe the sequence of events leading to the 

contamination of a USDW and the ongoing cleanup process at an oil refinery industrial 

waste disposal well in the New Orleans, Louisiana area. The case history is unique in 

that the chronology covers a period of time which includes both pre- and post-regulatory 

compliance with respect to permitting, monitoring, reporting, inspection and testing of 

injection wells. Contaminated ground water near the injection zone has not been shown 

to pose a hazard to any water wells in the area. Furthermore, future ground water 

contamination being caused by the injection method used is unlikely because injection 

wells currently permitted in Louisiana are equipped with injection tubing and continuous 

monitoring of the annular space. 

65

Study of the Risks Associated with Class I UIC Wells 

Risk Analyses 

Chemical Manufacturers Association UIC Management Task Group. Comments on Benefits 

Assessment of EPA’s Draft Regulatory Impact Analysis. Prepared by Woodward-Clyde 

Consultants. May 1995. 

This critique of the Benefits Analysis in the Phase III RIA evaluated the qualitative risk 

assessment in the RIA. It emphasized that there have not been any instances of USDW 

contamination at a facility in compliance with the current UIC program regulations, and 

the malfunctions cited in the RIA involved facilities that had not yet been required to 

comply with the UIC program requirements. The comments assert that injection of 

hazardous waste is particularly low risk compared to other waste management practices, 

and the risks of handling, transporting, and treating segregated Phase III wastes might 

actually be greater than the risks of injecting the waste. (The results of the study are 

described in greater detail in Section V.C.) 

GeoTrans, Inc. A Numerical Evaluation for Class I Injection Wells for Waste Confinement 

Performance, Final Report, Volumes I and II. Prepared for U.S. Environmental Protection 

Agency, Office of Drinking Water, Underground Injection Control Program. September 30, 

1987. 

The objective of this study was to evaluate the hydrogeologic response of injection well 

systems to potential migration pathways in order to assess their impact on waste 

containment performance. The scope of work assumed that these pathways may exist, 

allowing waste to migrate from the injection interval into the containment and/or other 

hydrogeologic strata in the vicinity of injection wells. The study relied on numerical 

models of groundwater flow and chemical waste transport. Among the findings were the 

following: under certain conditions, failure can result in escape of significant waste 

volumes from the injection zone within a localized area; confinement performance 

increases with distance between the injection well and the failure pathway; and the effect 

of pumpage on overlying strata increases the volume of waste escaping in the presence of 

a failure pathway. (The results of the study are described in greater detail in Section 

V.B.) 

Industrial Economics, Inc. Risk Analyses for Underground Injection of Hazardous Wastes. 

Prepared for U.S. EPA, Office of Drinking Water. May 1987. 

This report estimates the magnitude of human health risks posed if underground injection 

of hazardous wastes resulted in contamination of USDWs. Risk estimates are presented 

for four geologic settings (East Gulf Coast, Great Lakes, Texas, and Kansas) and various 

failure modes and barrier thickness between the injection zone and the USDW. The risk 

66

Study of the Risks Associated with Class I UIC Wells 

analysis concludes that risk varies substantially (over 20 orders of magnitude) among the 

geologic settings studied. Also, the risks associated with an abandoned, unplugged 

borehole are significantly greater than those associated with grout seal failure. Lastly, the 

report concludes that estimated health risks rise significantly when water is withdrawn 

from a USDW in the abandoned borehole failure scenario. (The results of the study are 

described in greater detail in Section V.B.) 

Rish, W.A., T. Ijaz, and T.F. Long. A Probabilistic Risk Assessment of Class I Hazardous Waste 

Injection Wells. Draft. 1998. 

This study quantitatively estimates the risk of waste containment loss as a result of 

various sets of events associated with Class I hazardous wells. Through a series of “event 

trees,” the study estimated the probability that an initiating event will occur and be 

undiscovered, followed by subsequent events that could ultimately result in a release of 

injected fluids to a USDW. It concluded that Class I hazardous injection wells which 

meet EPA’s minimum design and operating requirements (i.e., a completed no-migration 

study, two confining zones between the injection zone and the lowermost USDW, 

completed long string and surface casings, and redundant safety systems) pose risks that 

are well below acceptable levels. (The results of the risk assessment are described in 

greater detail in Section V.D.) 

U.S. EPA, Office of Ground Water and Drinking Water. Final Draft: Regulatory Impact 

Analysis of Proposed Hazardous Waste Disposal Restrictions for Class I Injection of Phase III 

Wastes: Benefits Analysis. 1995. 

This Benefits Analysis of the proposed Phase III LDR rule estimated human health risks 

from five Phase III waste constituents (benzene, carbon tetrachloride, chloroform, phenol, 

and toluene). EPA estimated health risks, including cancer risks and hazard indices, for 

four geologic settings and two malfunction scenarios (grout seal failure and abandoned, 

unplugged borehole) at varying drinking water well pumping rates. The results showed 

that only two of the estimated cancer risks for both malfunction scenarios slightly exceed 

the risk range generally used by EPA to regulate exposure to carcinogens. The analysis 

also showed that all but one of the hazard indices for both malfunction scenarios are less 

than EPA’s level of concern for a hazard index of 1.55. (The results of the benefits 

analysis are described in greater detail in Section V.C.) 

67

Study of the Risks Associated with Class I UIC Wells 

U.S. EPA, Office of Ground Water and Drinking Water. Evaluation of Risks from Exceedance of 

the Universal Wastewater Treatment Standards (UTS), Including Addendum on HWIR 

Concentrations. February 1996. 

To support the de minimis requirements in the proposed Phase III rule, EPA analyzed the 

effects of varying the criteria that underlying hazardous constituent concentrations must 

be less than 10 times UTS. Results of the analysis showed that, in general, carcinogenic 

risks were within the range generally used by EPA to regulate exposure to carcinogens, 

and noncancer risks were less than the hazard index of 1. The analysis concluded that a 

standard which would be more reflective of the potential for health hazards could be 

satisfied by defining the de minimis criterion as a value between 10 times and 50 times 

the UTS. (The results of the risk evaluation are described in greater detail in Section 

V.C.) 

U.S. EPA, Office of Solid Waste and Remedial Response. OSWER Comparative Risk Project: 

Executive Summary and Overview. EPA/540/1-89/003. November 1989. 

In this study, several workgroups explored the comparative risks posed by various waste 

management practices regulated by or under OSWER purview. The study determined 

that injection wells generally posed medium or low risk for the types of effects examined. 

The workgroups found Class I hazardous wells to be of comparatively low risk for nonacute heath effects. Injection wells were ranked medium in terms of risk for acute health 

effects, medium-low for ecological effects, and of low risk for welfare effects. (The 

results of the study are described in greater detail in Section V.A.) 

Ward, D.S., D.R. Buss, T.D. Wadsworth, J. Rosenblum, and S.T. Shaw. Numerical Simulation 

for Waste Injection in Deep Wells: Phase 1 — Potential Failure Scenarios, Texas Gulf Coast. 

Prepared by Engineering Enterprises, Inc. Prepared for U.S. Environmental Protection Agency, 

Office of Drinking Water. Herndon, Virginia: GeoTrans, Inc. January 1986. 

This report presents the results of the first phase of a three-part study on well failures. 

The purpose of Phase 1 was to assess the effect of undetected characteristics (the 

presence of an abandoned unplugged borehole, fractured discontinuities in the confining 

zone, failure of a grout seal, and high rates of ground water withdrawal in the aquifer 

above the confining layer) on the hydrologic performance of an injection zone. 

Preliminary results include the following findings: under certain conditions, failure can 

result in escape of significant waste volumes from the injection zone; potential 

contaminations can vary from waste concentrations that are below detection levels to 

nearly the same as that of the injectate; and potential contamination occurs within a 

localized area. These results will be used to formulate recommendations in later phases 

of the study. 

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Study of the Risks Associated with Class I UIC Wells 

Ward, D.S., T.D. Wadsworth, D.R. Buss, and J.W. Mercer. “Analysis of Potential Failure 

Mechanisms Pertaining to Hazardous Waste Injection in the Texas Gulf Coast Region.” 

International Symposium on Subsurface Injection of Liquid Wastes New Orleans, Louisiana. 

March 3-5, 1986. 

Three failure scenarios are presented and simulated to assess the effect of undetected 

characteristics of the Texas Gulf Coast hydrologic system in containing waste. The 

scenarios are failure of a grout seal, the presence of an abandoned unplugged borehole, 

and fractured discontinuities in the confining zone. A three-dimensional, finitedifference model is used to simulate these three failure scenarios. Results from the 

simulations are presented as time series plots of concentrations for various locations in 

the injection zone and the USDW. These simulations assist in determining the degree of 

safety inherent in hazardous waste injection. 

Ward, David S., David R. Buss, David W. Morganwalp, and Terry D. Wadsworth. “Waste 

Confinement Performance of Deep Injection Wells.” Proceedings from Solving Ground Water 

Problems With Models. Denver, Colorado. February 10-12, 1987. 

A numerical flow and transport model is used to simulate the potential migration of waste 

over the operational life of an injection well and to evaluate the hydraulic response to 

hypothetical undetected pathways in the confining formations. Three potential pathways 

are considered in this analysis: annular grout seal deterioration (cement between casing 

and formation); presence of an unplugged, abandoned borehole; and plane of fractures or 

conductive faults in the confining unit. The study includes findings on the impact of 

migration pathways in four hydrogeologic settings studied (East Gulf Coast, Great Lakes, 

Texas, and Kansas), and the waste confinement potential within each setting. 

Technical and Instructional Documents 

Apps, John A., and Chin-Fu Tsang, eds. Deep Injection Disposal of Hazardous and Industrial 

Waste: Scientific and Engineering Aspects. San Diego, California: Academic Press. 1996. 

This book is divided into eight sections that address the major subject areas pertinent to 

deep injection disposal. The first section concerns some topics from the regulatory 

perspective. It is followed by an introductory section covering the general aspects of 

deep-well injection disposal. The focus of this section is on principles and criteria 

affecting the optimal siting and operation of disposal wells. Section III includes papers 

on the engineering aspects of well design and emplacement. Following in Section IV is a 

collection of papers dealing with the important issues of well testing and model 

development. Section V addresses some of the attendant problems of well performance 

monitoring. Section VI, consisting of 10 chapters, addresses various aspects of the 

69

Study of the Risks Associated with Class I UIC Wells 

chemical processes affecting the fate of the waste in the subsurface environment. 

Consideration is given here to reactions, such as acid neutralization, between the waste 

and the geologic medium and to reactions that take place within the wastewater itself, 

leading to the destruction of hazardous organic compounds. All aspects of this subject 

are covered, including experimentation, field observation, theoretical modeling, and 

prediction. Section VII provides a unique perspective on the philosophy and 

implementation of radioactive waste disposal practices in the former Soviet Union. 

Section VIII brings together four chapters that discuss novel technologies concerned with 

the disposal of hazardous waste slurries by deep well injection. 

Booz, Allen and Hamilton, Inc. Development of Procedures and Costs for Proper Abandonment 

and Plugging of Injection Wells. Prepared by Booz, Allen and Hamilton Inc. under the direction 

of Geraghty & Miller, Inc. for U.S. Environmental Protection Agency, Office of Drinking Water. 

April 30, 1980. 

This report summarizes the data analysis and findings on proper abandonment and 

plugging. The objective was to assist EPA in resolving issues raised in public comments 

on the proposed abandonment regulations and in completing the rule making. Five major 

topic areas are discussed: (1) procedures for proper abandonment; (2) feasibility of 

aquifer restoration; (3) abandonment costs; (4) financial responsibility; and (5) timing of 

abandonment. Based on the public comments, literature review, and interviews, several 

recommendations were made. The authors recommended retaining the proposed mud 

weight equalization requirement for the well preparation phase of abandonment. On the 

issue of aquifer restoration, they recommended that EPA issue guidance for restoration 

and allow states to adopt requirements if desired; they concluded it was not feasible to 

restore all degraded aquifers to baseline levels. The data indicate that costs of new 

abandonment regulation will be low, since most states already require proper 

abandonment. The authors suggest that EPA not require immediate abandonment but 

determine a reasonable deadline beyond which wells must be properly abandoned or put 

back into operation. 

Clark, J. E., P. W. Papadeas, D. K. Sparks, and R. R. McGowen. “Gulf Coast Borehole Closure 

Test Well: Orangefield, Texas.” In: Proceeding of the Underground Injection Practices 

Council, 1991 Winter and Summer Meetings. Point Clear, Alabama, February 24-27, 1991 and 

Reno, Nevada. July 28-31, 1991. 

This paper describes a borehole closure protocol for a Gulf Coast site near Orangefield, 

Texas, developed by Du Pont. The procedures, based largely upon recommendations 

provided by EPA Region 6, created a test to demonstrate that, under a worst case 

scenario, any artificial penetration will seal naturally. The test successfully demonstrated 

natural sealing. Within 1 week of setting the screen, tubing, and pressure transducers in 

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Study of the Risks Associated with Class I UIC Wells 

the borehole, testing confirmed the absence of upward movement of fluid from the test 

sand. The absence of upward movement is documented by a Schlumberger Water Flow 

Log and the absence of pressure response on the upper transducer located outside the 

tubing and inside the casing. Testing was conducted in accordance with specified 

procedures, with pressure testing conducted at even higher pressures to allow an added 

margin of confidence. The borehole closure test provides a significant additional margin 

of confidence that there will be no migration of hazardous constituents from the injection 

zone for as long as the waste remains hazardous. 

Creech, John R. “Class I Injection Well Design Considerations.” Proceedings of the 

International Symposium on Subsurface Injection of Liquid Waste. New Orleans, Louisiana, 

March 3-5, 1986. Dublin, Ohio: National Water Well Association. 1986. 

No single material is available that is universally resistant to all types of waste fluids. It 

is important to match well materials to the injection stream for each injection well 

application. For some wastes, the ferrous and nonferrous metals or Portland cements 

commonly used in deep well construction may not offer the desired corrosion resistance. 

This paper discusses two materials, fiber-reinforced thermoset plastics (FRP) and epoxy 

resin cement, which have been particularly useful in solving these corrosion resistance 

problems. The report concludes that when proper materials are used to minimize 

corrosion, less maintenance and repairs are required and well operations are more 

reliable. 

Davis, Ken E. Factors Affecting the Area of Review for Hazardous Waste Disposal Wells. 

1986. 

This paper presents a method for calculating the area of review for hazardous waste 

wells. It focuses on artificial pathways such as abandoned test holes or oil and gas wells. 

These pathways are sealed with cement plugs and drilling mud; the mud provides 

resistance to upward flow. Flow in an improperly abandoned well bore is initiated when 

the pressure in an injection zone exceeds the sum of the static mud pressure and the mud 

gel strength pressure. If the sum of these values is not exceeded, no potential for USDW 

contamination exists. This paper presents a simplified approach for calculating the area 

affected by the injection pressures. 

Engineering Enterprises, Inc. Assessment of Treatment Technologies Available to Attain 

Acceptable Levels for Hazardous Waste in Deep Injection Wells. Prepared for U.S. 

Environmental Protection Agency, Underground Injection Control Branch. October 1987. 

The potential for restrictions on land-disposal of hazardous waste into deep injection 

wells under the Hazardous and Solid Waste Amendments of 1984 stimulated the need to 

71

Study of the Risks Associated with Class I UIC Wells 

evaluate the ability of treatment technologies to reduce the likelihood of migration of 

hazardous waste constituents from the injection zone. Physical/chemical and biological 

(both above ground and in situ) pre-treatment technologies were assessed with respect to 

their potential applicability in minimizing the mobility of injected hazardous constituents 

via adsorption, precipitation, or transformation. The study shows that pretreatment 

applications to minimize the mobility of contaminants in the injection zone could pose 

operational problems for deep well injection systems. The extent to which specific 

contaminants may be removed is unknown and may be complicated by interference with 

nonhazardous components of the wastestream and by varying composition and 

concentrations of many wastestreams. One important consideration is that many 

pretreatment technologies result in the generation of sludge residue, requiring further 

treatment or disposal. 

Geraghty & Miller, Inc. Technical Manual: Injection Well Abandonment. Final. Prepared for 

U.S. Environmental Protection Agency, Office of Drinking Water. 1983. 

The purpose of this document is to provide technical guidance to assist the regulator in 

reviewing proposed well abandonment plans. Emphasizing that proper abandonment 

consists of more than cement plug placement, the document discusses all aspects of well 

abandonment. Many procedures and materials are available for well abandonment; their 

selection is influenced by a number of factors and depends on the specifics of the 

situation. Frequently, there is no single best method. The approach taken in this 

document is to identify and discuss the considerations needed to plug and abandon wells 

of Classes I, II, or III. This approach will enable the regulator to make decisions 

regarding a specific abandonment plan. In this document, four major chapters follow the 

introduction in Chapter 1. Chapter 2 considers injection well construction, general 

considerations important to abandonment, and special Class III abandonment 

considerations. Chapter 3 discusses the preparation of the well prior to plugging. 

Procedures for plugging are covered in Chapter 4. Chapter 5 concludes the report with 

an analysis of abandonment costs. 

Geraghty & Miller, Inc., and Booz, Allen & Hamilton, Inc. Injection Well Construction 

Practices and Technology. Prepared for U.S. Environmental Protection Agency, Office of 

Drinking Water. October 1982. 

This document describes construction practices and technologies related to Class I, Class 

II, and selected Class III and Class V injection wells as defined by EPA. Topics covered 

include siting, drilling, completion, equipment and materials, corrosion control, well 

evaluation/logging, and formation testing. This document is not intended to be a 

comprehensive “how-to” treatment of injection well construction; rather, it is a reference 

that describes the different aspects of design and construction of injection wells. 

72

Study of the Risks Associated with Class I UIC Wells 

Kazmann, Raphael G. “A Closer Look at Deep Well Disposal of Wastes.” Ground Water. 

May/June 1981. 

This discussion is directed to conditions in the area away from the injection well: within 

the quarter-mile to half-mile radius required by the EPA and the various state agencies. 

The wells and abandoned test holes in this area are seen as potential pathways for the 

movement of dangerous aqueous wastes from the storage aquifer to the biosphere. The 

concern here is primarily with conditions in the Gulf Coast area, where the underlying 

formations are either unconsolidated or semiconsolidated. 

Keckler, K. P. “BP Chemicals Lima No-Migration Petition Demonstration Based on 

Stratigraphic Test-Well and Site-Specific Data.” In: Deep Injection Disposal of Hazardous and 

Industrial Waste: Scientific and Engineering Aspects. John A. Apps and Chin-Fu Tsang, eds. 

San Diego, California: Academic Press. 1996. p. 287-314. 

To demonstrate containment of injected wastewater and to calibrate a site-specific 

reservoir model, BP Chemicals drilled a stratigraphic test well at a Lima, Ohio, facility 

where it has injected wastewater from acrylonitrile production since 1968. This paper 

presents the results of the extensive geologic testing and transport modeling. Sampling 

from the waste plume at a test well approximately 1,700 feet from the nearest injection 

well indicated significant degradation of most of the nitriles in the injected waste. In 

addition, BP developed an extensive database which included core mechanical 

properties; in situ stress test, transient pressure test, and minifrac test data; and a 

summary of the facility’s 20-year operating history. 

Ken E. Davis Associates. Annulus Pressure Monitoring Systems for Class I Wells. Prepared by 

Ken E. Davis Associates, Houston, Texas, for U.S. Environmental Protection Agency, Office of 

Drinking Water. October 1986. 

This report presents specific information concerning equipment and procedures currently 

in use or available for detecting leakage from the annulus between the injection tubing 

and the protection casing in injection wells. In current operating practice, this annulus 

space is filled with nonhazardous, nonreactive fluid and maintained at a predetermined 

pressure. The annulus pressure is monitored because a leak will result in a change in the 

annulus pressure. However, the minimum rate of leakage or the amount of leakage that 

can be detected by pressure-monitoring systems is not known. In addition, information is 

also needed on alternative means of detecting leaks in disposal wells. This report is 

therefore not confined to reporting on equipment and systems in use, but also on systems 

73

Study of the Risks Associated with Class I UIC Wells 

that have the potential for such use. This report includes a review and inventory of 

equipment that is, has, or could be used to detect leaks into or out of the annulus space in 

injection wells. In addition, the review compares the leak detection capability of wells 

completed with packers, seal assemblies, and fluid seals. 

Mankin, Charles J., Tola B. Moffett, and Laura E. Whitaker. Evaluation of Certain Crucial 

Issues Regarding the Use of Hazardous Waste Injection Wells. Prepared by the University of 

Alabama Environmental Institute for Waste Management Studies for U.S. Environmental 

Protection Agency, Office of Drinking Water. August 1988. 

This report contains an evaluation of specific methodologies for siting, testing, and 

monitoring of Class I injection wells. The evaluation of potential locations for hazardous 

waste injection wells is a site-specific process which is analogous to that performed in the 

siting of oil and gas wells. Seismic surveys and pressure testing, both of which are used 

in the petroleum industry, are recommended. Regional studies and standard well logs are 

considered insufficient. Hydrogeologic models of the site should be developed and 

updated through the drilling and testing of the injection well. Recommendations for the 

monitoring and testing of industrial waste injection wells are discussed. 

SMC Martin, Inc., and The Underground Injection Control Quality Assurance Workgroup. 

Technical Assistance Document: Corrosion, Its Detection and Control in Injection Wells. 

Prepared for U.S. Environmental Protection Agency, Office of Drinking Water. August 1987. 

This report summarizes available information on the occurrence, detection, and control of 

corrosion in injection wells. Corrosion of the metallic materials and degradation of 

nonmetallic materials are possible causes of leaks in injection wells. General corrosion, 

the uniform or near-uniform thinning of metal, may be addressed by building a corrosion 

allowance into the design thickness of the well casing. Localized corrosion, such as 

pitting and cracking, is problematic because it can lead to premature failure of the well. 

Tsang, C. F. “Some Hydrologic Factors Affecting the Safety of Deep Injection Disposal of 

Liquid Wastes.” In: Deep Injection Disposal of Hazardous and Industrial Waste: Scientific and 

Engineering Aspects. John A. Apps and Chin-Fu Tsang, eds. San Diego, California: Academic 

Press. 1996. p. 35-45. 

Factors such as the presence of faults, formation fracturing pressures, and hydrology as 

they relate to monitoring systems are important considerations in the planning of deep 

injection wells. This paper reviews three phenomena that could affect estimates of waste 

plume movement within the injection zone. They are formation heterogeneity; sloping of 

the injection zone, which can cause a plume to flow by gravity; and fractures that can 

form in the injection zone if the injection pressure is too high. The paper concludes that 

74

Study of the Risks Associated with Class I UIC Wells 

the issues presented should be considered in determining optimal designs for monitoring 

deep well injection. 

U.S. EPA, Office of Drinking Water, State Programs Division. Technical Assistance Document: 

The Application and Calibration of Pressure Instruments, Flowmeters, and Flow Control 

Devices as Applied to Injection Wells. EPA 570/9-87-003. September 1987. 

This report discusses the various devices that are used to measure the pressures and the 

flow rates of injection wells, particularly those instruments used by regulatory agencies 

and operators for assessing well operations. This report introduces the basic concepts of 

flow and pressure metering in injection wells to EPA regional office staffers, state 

regulators, and the regulated community. 

U.S. EPA, Office of Ground Water and Drinking Water, and U.S. Department of Energy,

Environmental Management, Office of Technology Development. Scientific and Engineering 

Aspects of Deep Injection Disposal of Hazardous and Industrial Wastes: An International 

Symposium. Lawrence Berkeley Laboratory, Berkeley, California. May 10-13, 1994. 

This document contains abstracts of papers presented at an international symposium on 

the scientific and engineering aspects of the deep injection of hazardous and industrial 

wastes. The symposium covered general aspects of deep well injection, engineering 

aspects of well emplacement, well testing, monitoring, and model development. 

U.S. EPA, Office of Research and Development. Assessing the Geochemical Fate of Deep-WellInjected Hazardous Waste: A Reference Guide. EPA/625/6-89/025a. June 1990. 

This reference guide presents state-of-the-art information on the geochemical fate of 

injected wastes to address issues related to no-migration petitions and determination of 

the compatibility of injected wastes with the injection zone formation. The seven 

chapters in the guide provide an overview of injection practices in the United States, 

processes affecting the geochemical fate of wastes, environmental factors affecting 

geochemical processes, geochemical characteristics of hazardous wastes, methods and 

models for predicting the geochemical fate of injected wastes, field sampling and 

laboratory procedures, and case studies of deep-well injection of hazardous wastes. 

Warner, D. L. “Monitoring of Class I Injection Wells.” In: Deep Injection Disposal of 

Hazardous and Industrial Waste: Scientific and Engineering Aspects. John A. Apps and ChinFu Tsang, eds. San Diego, California: Academic Press. 1996. p. 421-431. 

Class I injection wells have historically been monitored by observing well operating 

parameters and by testing and logging to verify the mechanical integrity of the well. 

75

Study of the Risks Associated with Class I UIC Wells 

Engineering and geologic reasoning support such limited monitoring as the most 

appropriate, since most possible vertical pathways for escape of fluids from the injection 

zone are concentrated in or immediately around the injection well. Such pathways can be 

detected or inferred by monitoring and testing of the injection well. This paper discusses 

ways to determine the necessity of monitoring wells, and how wells should be selected 

and positioned. 

Warner, Don L., and Jay H. Lehr. An Introduction to the Technology of Subsurface Wastewater 

Injection. Prepared for U.S. Environmental Protection Agency, Office of Research and 

Development, Robert S. Kerr Environmental Research Laboratory. December 1977. 

This report provides an introduction to the proper siting, construction, testing, operation, 

and abandonment of injection wells. Prior to construction, the local geologic and 

hydrologic setting must be determined to assess compatibility with injected wastes. If 

necessary, the waste may be treated to ensure physical, biological, and chemical 

compatibility with the injection zone. Once the well begins operation, it should be 

monitored for changes in injection conditions which may lead to system failure. 

(Reprinted as: Warner, Don L, and Jay H. Lehr. Subsurface Wastewater Injection: The 

Technology of Injecting Wastewater into Deep Wells for Disposal. Berkeley, California: 

Premier Press. 1981.) 

Whiteside, R. F., T. P. Roth, and J. R. Creech. “Applications of Corrosion-Resistant Materials 

and Cement in the Design and Construction of Class I Injection Wells.” In: Deep Injection 

Disposal of Hazardous and Industrial Waste: Scientific and Engineering Aspects. John A. Apps 

and Chin-Fu Tsang, eds. San Diego, California: Academic Press. 1996. p. 145-164. 

Although numerous alternative candidate materials have been available, the typical 

problems encountered with corrosion-resistant injection well designs prior to the mid to 

late 1970s were due mainly to the inherent difficulties in adapting various alloy metals, 

fiberglass, elastomers, resins, plastics, etc., from surface to subsurface applications. 

Refinements over the past 15 to 20 years in the fabrication and machining of these 

materials and well designs have dramatically improved the integration of specialized 

corrosion-resistant materials into the design of Class I wells. This article describes these 

materials and how they are tested by manufacturers. 

76

APPENDIX A

Land Disposal Program Flexibility Act of 1996

Public Law 104-119, March 26, 1996

PUBLIC LAW 104–119—MAR. 26, 1996


LAND DISPOSAL PROGRAM FLEXIBILITY ACT


OF 1996


110 STAT. 830 PUBLIC LAW 104–119—MAR. 26, 1996


Mar. 26, 1996 

[H.R. 2036]

Land Disposal 

Program 

Flexibility 

Act of 1996. 

Environmental 

protection. 

42 USC 6901 

note. 

42 USC 6924. 

Public Law 104–119 

104th Congress 

An Act 

To amend the Solid Waste Disposal Act to make certain adjustments in the land 

disposal program to provide needed flexibility, and for other purposes. 

Be it enacted by the Senate and House of Representatives of 

the United States of America in Congress assembled, 

SECTION 1. SHORT TITLE. 

This Act may be cited as the ‘‘Land Disposal Program Flexibility 

Act of 1996’’. 

SEC. 2. LAND DISPOSAL RESTRICTIONS. 

Section 3004(g) of the Solid Waste Disposal Act is amended 

by adding after paragraph (6) the following: 

‘‘(7) Solid waste identified as hazardous based solely on 

one or more characteristics shall not be subject to this subsection, any prohibitions under subsection (d), (e), or (f), or 

any requirement promulgated under subsection (m) (other than 

any applicable specific methods of treatment, as provided in 

paragraph (8)) if the waste— 

‘‘(A) is treated in a treatment system that subsequently 

discharges to waters of the United States pursuant to 

a permit issued under section 402 of the Federal Water 

Pollution Control Act (commonly known as the ‘‘Clean 

Water Act’’) (33 U.S.C. 1342), treated for the purposes 

of the pretreatment requirements of section 307 of the 

Clean Water Act (33 U.S.C. 1317), or treated in a zero 

discharge system that, prior to any permanent land disposal, engages in treatment that is equivalent to treatment 

required under section 402 of the Clean Water Act (33 

U.S.C. 1342) for discharges to waters of the United States,

as determined by the Administrator; and 

‘‘(B) no longer exhibits a hazardous characteristic prior 

to management in any land-based solid waste management 

unit. 

‘‘(8) Solid waste that otherwise qualifies under paragraph 

(7) shall nevertheless be required to meet any applicable specific

methods of treatment specified for such waste by the Administrator under subsection (m), including those specified in the 

rule promulgated by the Administrator June 1, 1990, prior 

to management in a land-based unit as part of a treatment 

system specified in paragraph (7)(A). No solid waste may qualify 

under paragraph (7) that would generate toxic gases, vapors, 

or fumes due to the presence of cyanide when exposed to 

pH conditions between 2.0 and 12.5. 

PUBLIC LAW 104–119—MAR. 26, 1996 110 STAT. 831 

‘‘(9) Solid waste identified as hazardous based on one or


more characteristics alone shall not be subject to this sub­


section, any prohibitions under subsection (d), (e), or (f), or


any requirement promulgated under subsection (m) if the waste


no longer exhibits a hazardous characteristic at the point of


injection in any Class I injection well permitted under section


1422 of title XIV of the Public Health Service Act (42 U.S.C.


300h–1).


‘‘(10) Not later than five years after the date of enactment


of this paragraph, the Administrator shall complete a study


of hazardous waste managed pursuant to paragraph (7) or


(9) to characterize the risks to human health or the environment associated with such management. In conducting this


study, the Administrator shall evaluate the extent to which


risks are adequately addressed under existing State or Federal


programs and whether unaddressed risks could be better


addressed under such laws or programs. Upon receipt of addi­


tional information or upon completion of such study and as


necessary to protect human health and the environment, the


Administrator may impose additional requirements under exist­


ing Federal laws, including subsection (m)(1), or rely on other


State or Federal programs or authorities to address such risks.


In promulgating any treatment standards pursuant to sub­


section (m)(1) under the previous sentence, the Administrator


shall take into account the extent to which treatment is occur­


ring in land-based units as part of a treatment system specified


in paragraph (7)(A).


‘‘(11) Nothing in paragraph (7) or (9) shall be interpreted


or applied to restrict any inspection or enforcement authority


under the provisions of this Act.’’.


SEC. 3. GROUND WATER MONITORING. 

(a) AMENDMENT OF SOLID WASTE DISPOSAL ACT.—Section 

4010(c) of the Solid Waste Disposal Act (42 U.S.C. 6949a(c)) is 

amended as follows: 

(1) By striking ‘‘CRITERIA.—Not later’’ and inserting the 

following: ‘‘CRITERIA.—


‘‘(1) IN GENERAL.—Not later’’.


(2) By adding at the end the following new paragraphs:

‘‘(2) ADDITIONAL REVISIONS.—Subject to paragraph (3), the


requirements of the criteria described in paragraph (1) relating


to ground water monitoring shall not apply to an owner or


operator of a new municipal solid waste landfill unit, an existing


municipal solid waste landfill unit, or a lateral expansion of


a municipal solid waste landfill unit, that disposes of less


than 20 tons of municipal solid waste daily, based on an annual


average, if—


‘‘(A) there is no evidence of ground water contamination 

from the municipal solid waste landfill unit or expansion; 

and 

‘‘(B) the municipal solid waste landfill unit or expansion serves— 

‘‘(i) a community that experiences an annual 

interruption of at least 3 consecutive months of surface 

transportation that prevents access to a regional waste 

management facility; or 

110 STAT. 832 PUBLIC LAW 104–119—MAR. 26, 1996 

‘‘(ii) a community that has no practicable waste 

management alternative and the landfill unit is located 

in an area that annually receives less than or equal 

to 25 inches of precipitation. 

‘‘(3) PROTECTION OF GROUND WATER RESOURCES.— 

‘‘(A) MONITORING REQUIREMENT.—A State may require 

ground water monitoring of a solid waste landfill unit 

that would otherwise be exempt under paragraph (2) if 

necessary to protect ground water resources and ensure 

compliance with a State ground water protection plan, 

where applicable. 

‘‘(B) METHODS.—If a State requires ground water monitoring of a solid waste landfill unit under subparagraph 

(A), the State may allow the use of a method other than 

the use of ground water monitoring wells to detect a release 

of contamination from the unit. 

‘‘(C) CORRECTIVE ACTION.—If a State finds a release 

from a solid waste landfill unit, the State shall require 

corrective action as appropriate. 

‘‘(4) NO-MIGRATION EXEMPTION.— 

‘‘(A) IN GENERAL.—Ground water monitoring requirements may be suspended by the Director of an approved 

State for a landfill operator if the operator demonstrates 

that there is no potential for migration of hazardous 

constituents from the unit to the uppermost aquifer during 

the active life of the unit and the post-closure care period. 

‘‘(B) CERTIFICATION.—A demonstration under subparagraph (A) shall be certified by a qualified ground-water 

scientist and approved by the Director of an approved 

State. 

‘‘(C) GUIDANCE.—Not later than 6 months after the 

date of enactment of this paragraph, the Administrator 

shall issue a guidance document to facilitate small community use of the no migration exemption under this paragraph. 

‘‘(5) ALASKA NATIVE VILLAGES.—Upon certification by the 

Governor of the State of Alaska that application of the requirements described in paragraph (1) to a solid waste landfill unit 

of a Native village (as defined in section 3 of the Alaska 

Native Claims Settlement Act (16 U.S.C. 1602)) or unit that 

is located in or near a small, remote Alaska village would 

be infeasible, or would not be cost-effective, or is otherwise 

inappropriate because of the remote location of the unit, the 

State may exempt the unit from some or all of those requirements. This paragraph shall apply only to solid waste landfill 

units that dispose of less than 20 tons of municipal solid waste 

daily, based on an annual average. 

‘‘(6) FURTHER REVISIONS OF GUIDELINES AND CRITERIA.— 

Recognizing the unique circumstances of small communities, 

the Administrator shall, not later than two years after enactment of this provision promulgate revisions to the guidelines 

and criteria promulgated under this subtitle to provide additional flexibility to approved States to allow landfills that 

receive 20 tons or less of municipal solid waste per day, based 

on an annual average, to use alternative frequencies of daily 

cover application, frequencies of methane gas monitoring, 

infiltration layers for final cover, and means for demonstrating 

PUBLIC LAW 104–119—MAR. 26, 1996 110 STAT. 833 

financial assurance: Provided, That such alternative require­


ments take into account climatic and hydrogeologic conditions


and are protective of human health and environment.’’.


(b) REINSTATEMENT OF REGULATORY EXEMPTION.—It is the 42 USC 6949a 

intent of section 4010(c)(2) of the Solid Waste Disposal Act, as note. 

added by subsection (a), to immediately reinstate subpart E of 

part 258 of title 40, Code of Federal Regulations, as added by 

the final rule published at 56 Federal Register 50798 on October 

9, 1991. 

SEC. 4. TECHNICAL CORRECTIONS TO SOLID WASTE DISPOSAL ACT. 

The Solid Waste Disposal Act is amended as follows: 

(1) In section 3001(d)(5) by striking ‘‘under section 3001’’ 42 USC 6921. 

and inserting ‘‘under this section’’. 

(2) By inserting a semicolon at the end of section

3004(q)(1)(C). 42 USC 6924. 

(3) In section 3004(g), by striking ‘‘subparagraph (A)

through (C)’’ in paragraph (5) and inserting ‘‘subparagraphs


(A) through (C)’’.

(4) In section 3004(r)(2)(C), by striking ‘‘pertroleum­


derived’’ and inserting ‘‘petroleum-derived’’.


(5) In section 3004(r)(3) by inserting after ‘‘Standard’’ the

word ‘‘Industrial’’.


(6) In section 3005(a), by striking ‘‘polycholorinated’’ and 42 USC 6925. 

inserting ‘‘polychlorinated’’. 

(7) In section 3005(e)(1), by inserting a comma at the

end of subparagraph (C).


(8) In section 4007(a), by striking ‘‘4003’’ in paragraphs 42 USC 6947. 

(1) and (2)(A) and inserting ‘‘4003(a)’’.

Approved March 26, 1996. 

LEGISLATIVE HISTORY—H.R. 2036: 

HOUSE REPORTS: No. 104–454 (Comm. on Commerce). 

CONGRESSIONAL RECORD, Vol. 142 (1996): 

Jan. 30, 31, considered and passed House. 

Feb. 20, considered and passed Senate, amended. 

Mar. 7, House concurred in Senate amendments. 

WEEKLY COMPILATION OF PRESIDENTIAL DOCUMENTS, Vol. 32 (1996): 

Mar. 26, Presidential statement. 

Æ 
APPENDIX B

 Supplemental Risk Analysis in Support of The Class I UIC 

Regulatory Impact/Benefits Analysis For Phase III Wastes: 

Examination of Risks Associated With East Gulf 

Coast/Abandoned Borehole Scenario And Variations in 

Permeability Ratio Between The Injection Zone And The 

Confining Layer 
Supplemental Risk Analysis in Support of The Class I UIC Regulatory 

Impact/Benefits Analysis For Phase III Wastes: 

Examination of Risks Associated With East Gulf Coast/Abandoned 

Borehole Scenario And Variations in Permeability Ratio Between The 

Injection Zone And The Confining Layer 

Introduction 

This study further explores the results of the quantitative risk analysis conducted in the 

benefits assessment for the Class I well injection of Phase III wastes described in the revised 

Phase III RIA.1 In that analysis, EPA estimated health risks associated with five Phase III waste 

constituents under two malfunction scenarios (grout seal failure and abandoned unplugged 

borehole) in four geologic settings. The study also assessed the effects of varying drinking water 

well pumping rates. The analysis showed that the only cases of elevated cancer and non-cancer 

risks estimated were associated with exposure to benzene or carbon tetrachloride via migration 

of injected Class I waste through an abandoned borehole into a USDW, with a drinking water 

well pumping from an overlying aquifer at a rate of 720,000 gallons per day (gpd). The slightly 

elevated risks were observed only when the above scenarios was assumed to be located in a 

hydrogeologic situation comparable to the East Gulf Coast. 

In the GeoTrans2 study, the model of the East Gulf Coast hydrogeology was designed to 

examine the effect of highly permeable confining zones. Specifically, GeoTrans set the ratio of 

the hydraulic conductivity between adjacent formations to be less than 100:1. That is, the 

injection zone was less than 100 times more permeable than the confining layer. 

The purpose of this analysis is to supplement the GeoTrans3 original risk assessment of 

the above scenario by assuming five different permeability ratios of 1:1,000; 1:10,000; 

1:100,000; 1:1,000,000; and, 1:10,000,000. GeoTrans varied the permeability ratio by reducing 

the hydraulic conductivity of the lowest hydrogeologic zone (aquitard 6) just above the injection 

zone. 

1 U.S. EPA, Office of Ground Water and Drinking Water. Draft Regulatory Impact Analysis of Proposed Hazardous Waste 

Disposal Restrictions for Class I Injection of Phase III Wastes: Benefits Analysis. 1995. 

2 GeoTrans, Inc. Numerical Simulations of Deep Injection Wells in Support of EPA’s UIC, Office of Ground Water and 

Drinking Water. August 21, 1995. 

3 GeoTrans, Inc. Numerical Simulations of Deep Injection Wells in Support of EPA’s UIC, Office of Ground Water and 

Drinking Water. September 17, 1996. 

1 
Other aquifer and aquitard properties from the former analysis were unchanged in this 

analysis. Specifically: 

• The same hydrogeologic scenario is used: the East Gulf Coast hydrogeology, with an 

abandoned borehole, and a high rate of pumping from the overlying aquifer. 

• The same quantitative risk methodology as described previously and based on the 

Industrial Economics, Inc. (IEc) methodology is used.4 The current version of 

SWIFT/486 was used to model these scenarios. 

• The chemicals of concern for this risk assessment were selected via a procedure 

consistent with that in the original risk analysis. Carbon tetrachloride and benzene, two 

organic contaminants reported in Class I facilities, were selected as the chemicals of 

concern. (The present risk analysis also includes arsenic, an inorganic contaminant 

reported in Class I facilities.) 

• The present analysis also uses the methods described in the previous studies to determine 

the normalized injectate concentrations, to provide a range of concentrations achieved, 

and to examine the ultimate effect on the risk estimates at different locations relative to 

the injection well and USDW. 

To assess the cancer and non-cancer risks from exposure to each of these three 

contaminants, EPA used the 90th percentile concentration data for each contaminant as reported 

in the Class I facility-specific data from OGWDW’s 1996 Class I UICWELLS database. The 

waste stream concentrations (“initial concentrations”) of Phase III contaminants were obtained 

from recent information provided by Class I facilities on concentrations of contaminants in their 

waste streams. 

The following section describes the normalized injectate concentrations modeled by 

GeoTrans5

 assuming the variations in permeability ratio as noted above and assuming three 

different receptors. Concentrations at these receptors are upper-bound estimates. 

Quantitative Risk Assessment 

EPA used the results of GeoTrans’ fate and transport modeling of drinking water 

contamination from a nearby unplugged borehole to estimate the concentrations of certain Phase 

III contaminants at three selected receptor locations within or below the USDW. The three 

receptors are located: 500 feet from the injection well in an aquifer below the USDW (receptor 

4 Industrial Economics, Inc. Risk Analyses for Underground Injection of Hazardous Wastes. May 1987. 

5 GeoTrans, Inc. 1996. 

2 
B2); 500 feet from the injection well in the USDW (receptor A2); and approximately 2,000 feet 

from the injection well in the USDW (receptor A4). 

The concentrations at each receptor were used to estimate the risk to human health from 

the hypothetical occurrence of these failures. Exhibits 1 and 2 present the normalized injectate 

concentrations at the designated receptors assuming permeability ratios of 1:1,000 and 

1:10,000,000, respectively. 

Exhibit 1 

Normalized Injectate Concentrations in the USDW Based on East Gulf Coast 

Hydrogeology/Abandoned Borehole Failure Scenario With Pumping at 720,000 

GPD and 1:1,000 Permeability Ratio 1 

Geographic Abandoned Unplugged Borehole: Abandoned Unplugged Borehole: Abandoned Unplugged Borehole: 

Location Concentration (mg/L) 500 feet Concentration (mg/L) 500 feet Concentration (mg/L) 2,000 feet 

away from the injection well in away from the injection well in away from the injection well in the 

the USDW plus a well pumping an aquifer below the USDW plus USDW plus a well pumping 

drinking water at 720,000 gpd 

(and time of occurrence in 

years) 2 

a well pumping drinking water at 

720,000 gpd (and time of 

occurrence in years) 3 

drinking water at 720,000 gpd 

(and time of occurrence in years) 4 

East Gulf 

Coast 

2.52E-04 (22.2 years) 3.34E-02 (22.2 years) 4.83E-10 (22.2 years) 

1 Source: GeoTrans, Inc. September 13, 1996. Numerical Simulation of Deep Injection Wells in Support of EPA’s UIC, 

Office of Ground Water and Drinking Water. 

2 The concentration noted is based on the concentration at receptor A2, located 500 feet away from the injection well in the 

USDW. 

3 The concentration noted is based on the concentration at receptor B2, located adjacent to an abandoned unplugged borehole 

that is 573 feet away from the injection well in an aquifer below the USDW. 

4 The concentration noted is based on the concentration at receptor A4, located 2,000 feet away from the injection well in the 

USDW. 

3

Exhibit 2 

Normalized Injectate Concentrations in the USDW 

Based on East Gulf Coast Hydrogeology/Abandoned Borehole Failure Scenario 

With Pumping at 720,000 GPD and 1:10,000,000 Permeability Ratio 1 

Geographic Abandoned Unplugged Borehole: Abandoned Unplugged Borehole: Abandoned Unplugged Borehole: 

Location Concentration (mg/L) 500 feet Concentration (mg/L) 500 feet Concentration (mg/L) 2,000 feet 

away from the injection well in away from the injection well in away from the injection well in the 

the USDW plus a well pumping an aquifer below the USDW plus USDW plus a well pumping 

drinking water at 720,000 gpd 

(and time of occurrence in 

years) 2 

a well pumping drinking water at 

720,000 gpd (and time of 

occurrence in years) 3 

drinking water at 720,000 gpd 

(and time of occurrence in years) 4 

East Gulf 

Coast 

1.68E-04 (22.2 years) 2.10E-02 (22.2 years) 3.06E-10 (22.2 years) 

1 Source: GeoTrans, Inc. September 13, 1996. Numerical Simulation of Deep Injection Wells in Support of EPA’s UIC, 

Office of Ground Water and Drinking Water. 

2 The concentration noted is based on the concentration at receptor A2, located 500 feet away from the injection well in the 

USDW. 

3 The concentration noted is based on the concentration at receptor B2, located adjacent to an abandoned unplugged borehole 

that is 573 feet away from the injection well in an aquifer below the USDW. 

4 The concentration noted is based on the concentration at receptor A4, located 2,000 feet away from the injection well in the 

USDW. 

Exhibit 3 presents toxicity factors and concentration data for benzene, carbon 

tetrachloride, and arsenic. Information presented includes the Cancer Slope Factor, Reference 

Dose, and initial concentrations for each contaminant. 

Exhibit 3 

Toxicity and Concentration Data for Hazardous Phase III Contaminants 

Benzene Carbon Tetrachloride Arsenic 

Chemical Abstract Services (CAS) Number 71-43-2 56-23-5 7440-38-2 

Cancer Slope Factor* (mg/kg/day)-1 2.9 x 10-2 1.3 x 10-1 1.5 x 100 

Reference Dose (RfD)** (mg/kg/day) NA 7 x 10-4 3.4 x 10-4 

Initial Concentration*** (mg/L) 47 2.23 2.6 

* Source: U.S. EPA. January 11, 1995. Integrated Risk Information System (IRIS). Arsenic CSF is from IRIS. 1993. 

** Source: U.S. EPA. January 11, 1995. IRIS. Arsenic RfD is from IRIS. 1993. 

*** Based on the 90th percentile concentration from USEPA OGWDW. 1996. UICWELLS database. 

NA = Not Available 

4 
Methodology for Estimating Health Risks 

The risk to human health was estimated separately for benzene, carbon tetrachloride, and 

arsenic. The risk calculations were based on several assumptions about the average individual. 

These include an average body weight of 70 kilograms and the ingestion of 2 liters of 

contaminated water per day. The calculations also assumed that the affected person’s body 

retains 100 percent of the contaminants in the water. 

The calculation of carcinogenic risk was based on the Cancer Slope Factor (CSF) 

developed for individual carcinogens by EPA’s Carcinogen Assessment Group. The Cancer 

Slope Factor, an upper-bound estimate of the probability of an individual developing cancer as a 

result of a lifetime of exposure to a particular level of a potential carcinogen, is calculated as 

follows: 

• The actual chemical concentration in the drinking water, expressed as milligrams per 

liter, is calculated by multiplying the unit concentration from the dispersion modeling by 

the contaminant concentration in the waste stream. 

• Using the above assumptions about consumption of drinking water, the concentration 

figure is converted to a dose expressed in milligrams of contaminant consumed per 

kilogram of body weight per day (mg/kg/day). 

• The dose is multiplied by the cancer unit risk factor, resulting in an upper-bound estimate 

of the increased likelihood of developing cancer. The CSFs for benzene, carbon 

tetrachloride, and arsenic are presented in Exhibit 3. 

To calculate noncarcinogenic health effects, the chronic daily intake (CDI), in mg/kg/day, 

of each contaminant is estimated. The CDI is based on a 70-year lifetime exposure. The CDI is 

then compared to the toxicity factor for non-cancer effects, known as the Reference Dose (RfD). 

The RfD is an estimate of a daily exposure level for the human population, including sensitive 

subpopulations, that is likely to be without an appreciable risk of adverse effects during a 

lifetime of exposure. The RfD represents EPA’s preferred toxicity value for evaluating noncancer effects.6 Exhibit 3 presents the RfD for carbon tetrachloride and arsenic. Benzene does 

not have an RfD. 

The ratio of the CDI to the RfD represents the hazard index, which is used to compare the 

relative risk posed by contaminants. A hazard index of greater than one indicates an increased 

risk of non-carcinogenic health effects. 

Results of Applying Methodologies 

U.S. EPA. Risk Assessment Guidance for Superfund. Volume I. Human Health Evaluation Manual. EPA/540/1-89/002. 

1989. 

5 

6 
Exhibit 4 summarizes the cancer risks and hazard indices for each chemical of concern 

given the malfunction scenario and assuming 1:1,000 and 1:10,000,000 permeability 

conductivity ratios. Exhibits 5 to 8 present specific input parameters used in the calculations of 

cancer risks and hazard indices for benzene, carbon tetrachloride, and arsenic under the scenario 

of concern. The quantitative risk assessment for the East Gulf Coast/abandoned borehole 

scenario shows the following results: 

C Cancer risks at receptors in the USDW are lower than those from the aquifer below the 

USDW. The cancer risks were higher for the 1:1,000 permeability ratio than for the 

1:10,000,000 permeability ratio. 

• The risk assessment shows that cancer risks are the lowest at the receptor 2,000 

feet from the well for either permeability ratio. These risks are extremely low: on 

the order of four- to 120-in-one-trillion. 

• Cancer risks are higher at the receptor located 500 feet from the injection well in 

the aquifer below the USDW. These cancer risks range from on the order of 1.4-

in-one-million to 1.8-in-one-hundred-thousand. 

C The cancer risks associated with exposures to concentrations estimated at receptor 

B2, 500 feet from the injection well in an aquifer below the USDW, consistently 

exceed the one-in-ten-thousand to one-in-one-million risk range generally used by 

EPA to regulate exposures to carcinogens.7 All other cancer risk estimates are 

within regulatory levels. 

C The hazard indices for each contaminant were lowest at the receptor 2,000 feet from the 

well, higher at the receptor 500 feet from the well, and the highest in the aquifer below 

the USDW. For both carbon tetrachloride and arsenic, hazard indices were higher for the 

1:1,000 permeability ratio than for the 1:10,000,000 permeability ratio. 

C Similar to the results for the cancer risk estimates, all of the hazard indices estimated at 

the receptor in the aquifer below the USDW at both permeability ratios are greater than 

EPA’s level of concern for a hazard index of greater than 1. All other hazard index 

estimates are within regulatory levels. 

Thus, the cancer risks and hazard indices in all cases are higher assuming the 

permeability ratio of 1:1,000 versus 1:10,000,000. The cancer and non-cancer risks associated 

with exposure to contaminant concentrations at receptor B2, 500 feet from the injection well in 

an aquifer below the USDW are, in all cases, above the level recommended by EPA as being 

acceptable for human health exposures. 

U.S. EPA. Office of Solid Waste and Emergency Response. Role of the Baseline Risk Assessment in Superfund Remedy 

Selection Decisions. OSWER Directive 9355.0-30. 1991. 

6 

7 
It should be noted that, given the existing UIC regulations, a failure scenario such as that 

described in this analysis occurring is highly unlikely. Current regulations require that an area of 

review (AoR) surrounding injection wells be identified, and abandoned boreholes within this 

area be located. Therefore, a borehole within 500 feet of the well would be identified and 

properly plugged before any injection would be permitted. 

Exhibit 4 

Cancer Risks and Hazard Indices for Contaminants of Concern 

Based on East Gulf Coast/Abandoned Borehole Scenario With Pumping at 720,000 

GPD and 1:1,000 and 1:10,000,000 Permeability Ratio 1 

Cancer Hazard Index/ Cancer Risk/ Hazard Index/ 

Chemical/ Risk/1:1,000 1:1,000 1:10,000,000 1:10,000,000 

Receptor Location Permeability Permeability Permeability Permeability 

Ratio Ratio Ratio Ratio 

Benzene: 

- 500 feet from well in base of USDW plus pumping 9.82E-06 NA 6.55E-06 NA 

- 500 feet from well in aquifer below USDW plus pumping 1.30E-03 NA 8.19E-04 NA 

- 2,000 feet from well in base of USDW plus pumping 1.88E-11 NA 1.19E -11 NA 

Carbon Tetrachloride: 

- 500 feet from well in base of USDW plus pumping 2.09E-06 2.30E-02 1.39E-06 1.53E-02 

- 500 feet from well in aquifer below USDW plus pumping 2.77E-04 3.04E+00 1.74E-04 1.91E+00 

- 2,000 feet from well in base of USDW plus pumping 4.00E-12 4.40E-08 2.54E-12 2.79E-08 

Arsenic: 

- 500 feet from well in base of USDW plus pumping 2.81E-05 6.25E-02 1.87E-05 4.16E-02 

- 500 feet from well in aquifer below USDW plus pumping 3.73E-03 8.28E+00 2.34E-03 5.21E+00 

- 2,000 feet from well in base of USDW plus pumping 5.39E-11 1.20E-07 3.41E-11 7.58E-08 

7

Exhibit 5 

CANCER RISKS ASSOCIATED WITH BENZENE, CARBON TETRACHLORIDE, AND ARSENIC 

ASSUMING EAST GULF COAST WITH AN ABANDONED BOREHOLE SCENARIO AND WITH PUMPING AT 720,000 GPD AND A 

PERMEABILITY RATIO OF 1:1,000 BETWEEN THE INJECTION ZONE AND THE CONFINING LAYER 

Initial Normalized

Chemical/ Constituent Injectate

Receptor Location Concentrations Concentrations

(mg/l) 1 (mg/l) 2

Drinking Water Ingestion Unit Cancer Slope Individual 

Concentration Conversion Dose Factor Cancer 

(mg/l) Factor (mg/kg/day) (mg/kg/day)-1 4 Risk 

(l/kg/day) 3 

Benzene: 

- 500 feet from well in base of USDW plus pumping 5, 6 47.00 2.250E-04 1.18E-02 0.0286 3.39E-04 2.90E-02 9.82E-06 

- 500 feet from well in aquifer below USDW plus pumping 7 47.00 3.340E-02 1.57E+00 0.0286 4.49E-02 2.90E-02 1.30E-03 

- 2,000 feet from well in base of USDW plus pumping 8 47.00 4.830E-10 2.27E-08 0.0286 6.49E-10 2.90E-02 1.88E-11 

Carbon Tetrachloride: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.23 2.250E-04 5.62E-04 0.0286 1.61E-05 1.30E-01 2.09E-06 

- 500 feet from well in aquifer below USDW plus pumping 7 2.23 3.340E-02 7.45E-02 0.0286 2.13E-03 1.30E-01 2.77E-04 

- 2,000 feet from well in base of USDW plus pumping 8 2.23 4.830E-10 1.08E-09 0.0286 3.08E-11 1.30E-01 4.00E-12 

Arsenic: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.60 2.250E-04 6.55E-04 0.0286 1.87E-05 1.50E+00 2.81E-05 

- 500 feet from well in aquifer below USDW plus pumping 7 2.60 3.340E-02 8.68E-02 0.0286 2.48E-03 1.50E+00 3.73E-03 

- 2,000 feet from well in base of USDW plus pumping 8 2.60 4.830E-10 1.26E-09 0.0286 3.59E-11 1.50E+00 5.39E-11 

1 Concentration set at 90th percentile concentration reported from hazardous and nonhazardous Class I facilities. 

2 Based on information provided in GeoTrans, Inc., September 13, 1996 report titled “ Numerical Simulation of Deep Injection Wells in Support of UIC OGWDW.” 

3 IEC, Inc., 1987. 

4 IRIS. January 11, 1995. 

5 Assume pumping rate of 720,000 gallons per day. 

6 The concentration measured at receptor A2 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

7 The concentration measured at receptor B2 located in an aquifer below the USDW as modeled in GeoTrans, Inc., 1995. 

8 The concentration measured at receptor A4 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

8 
Exhibit 6 

CANCER RISKS ASSOCIATED WITH BENZENE, CARBON TETRACHLORIDE, AND ARSENIC 

ASSUMING EAST GULF COAST WITH AN ABANDONED BOREHOLE SCENARIO AND WITH PUMPING AT 720,000 GPD AND A 

PERMEABILITY RATIO OF 1:10,000,000 BETWEEN THE INJECTION ZONE AND THE CONFINING LAYER 

Initial Normalized

Chemical/ Constituent Injectate

Receptor Location Concentrations Concentrations

(mg/l) 1 (mg/l) 2

Drinking Water Ingestion Unit Cancer Slope Individual 

Concentration Conversion Dose Factor Cancer 

(mg/l) Factor (mg/kg/day) (mg/kg/day)-1 4 Risk 

(l/kg/day) 3 

Benzene: 

- 500 feet from well in base of USDW plus pumping 5, 6 47.00 1.680E-04 7.90E-03 0.0286 2.26E-04 2.90E-02 6.55E-06 

- 500 feet from well in aquifer below USDW plus pumping 7 47.00 2.100E-02 9.87E-01 0.0286 2.82E-02 2.90E-02 8.19E-04 

- 2,000 feet from well in base of USDW plus pumping 8 47.00 3.060E-10 1.44E-08 0.0286 4.11E-10 2.90E-02 1.19E-11 

Carbon Tetrachloride: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.23 1.680E-04 3.75E-04 0.0286 1.07E-05 1.30E-01 1.39E-06 

- 500 feet from well in aquifer below USDW plus pumping 7 2.23 2.100E-02 4.68E-02 0.0286 1.34E-03 1.30E-01 1.74E-04 

- 2,000 feet from well in base of USDW plus pumping 8 2.23 3.060E-10 6.82E-10 0.0286 1.95E-11 1.30E-01 2.54E-12 

Arsenic: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.60 1.680E-04 4.37E-04 0.0286 1.25E-05 1.50E+00 1.87E-05 

- 500 feet from well in aquifer below USDW plus pumping 7 2.60 2.100E-02 5.46E-02 0.0286 1.56E-03 1.50E+00 2.34E-03 

- 2,000 feet from well in base of USDW plus pumping 8 2.60 3.060E-10 7.96E-10 0.0286 2.28E-11 1.50E+00 3.41E-11 

1 Concentration set at 90th percentile concentration reported from hazardous and nonhazardous Class I facilities. 

2 Based on information provided in GeoTrans, Inc., September 13, 1996 report titled “ Numerical Simulation of Deep Injection Wells in Support of UIC OGWDW.” 

3 IEC, Inc., 1987. 

4 IRIS. January 11, 1995. 

5 Assume pumping rate of 720,000 gallons per day. 

6 The concentration measured at receptor A2 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

7 The concentration measured at receptor B2 located in an aquifer below the USDW as modeled in GeoTrans, Inc., 1995. 

8 The concentration measured at receptor A4 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

9 
Exhibit 7 

HAZARD INDEX – CARBON TETRACHLORIDE AND ARSENIC 

ASSUMING EAST GULF COAST WITH AN ABANDONED BOREHOLE SCENARIO AND WITH PUMPING AT 720,000 GPD AND A 

PERMEABILITY RATIO OF 1:1,000 BETWEEN THE INJECTION ZONE AND THE CONFINING LAYER 

Initial Normalized

Chemical/ Constituent Injectate

Receptor Location Concentrations Concentrations

(mg/l) 1 (mg/l) 2

Drinking Ingestion Unit Reference Hazard 

Water Conversion Dose Dose (RfD) Index 

Concentration Factor (mg/kg/day) (mg/kg/day) 4 

(mg/l) (l/kg/day)3 

Carbon Tetrachloride: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.23 2.520E-04 5.62E-04 0.0286 1.61E-05 7.00E-04 2.30E-02 

- 500 feet from well in aquifer below USDW plus pumping 7 2.23 3.340E-02 7.45E-02 0.0286 2.13E-03 7.00E-04 3.04E+00 

- 2,000 feet from well in base of USDW plus pumping 8 2.23 4.830E-10 1.08E-09 0.0286 3.08E-11 7.00E-04 4.40E-08 

Arsenic: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.60 2.520E-04 6.55E-04 0.0286 1.87E-05 3.00E-04 6.25E-02 

- 500 feet from well in aquifer below USDW plus pumping 7 2.60 3.340E-02 8.68E-02 0.0286 2.48E-03 3.00E-04 8.28E+00 

- 2,000 feet from well in base of USDW plus pumping 8 2.60 4.830E-10 1.26E-09 0.0286 3.59E-11 3.00E-04 1.20E-07 

1 Concentration set at 90th percentile concentration reported from hazardous and nonhazardous Class I facilities. 

2 Based on information provided in GeoTrans, Inc., September 13, 1996 report titled “ Numerical Simulation of Deep Injection Wells in Support of UIC OGWDW.” 

3 IEC, Inc., 1987. 

4 IRIS. January 11, 1995. 

5 Assume pumping rate of 720,000 gallons per day. 

6 The concentration measured at receptor A2 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

7 The concentration measured at receptor B2 located in an aquifer below the USDW as modeled in GeoTrans, Inc., 1995. 

8 The concentration measured at receptor A4 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

10 
Exhibit 8 

HAZARD INDEX – CARBON TETRACHLORIDE AND ARSENIC 

ASSUMING EAST GULF COAST WITH AN ABANDONED BOREHOLE SCENARIO AND WITH PUMPING AT 720,000 GPD AND A 

PERMEABILITY RATIO OF 1:10,000,000 BETWEEN THE INJECTION ZONE AND THE CONFINING LAYER 

Initial Normalized

Chemical/ Constituent Injectate

Receptor Location Concentrations Concentrations

(mg/l) 1 (mg/l) 2

Drinking Ingestion Unit Reference Hazard 

Water Conversion Dose Dose (RfD) Index 

Concentration Factor (mg/kg/day) (mg/kg/day) 4 

(mg/l) (l/kg/day)3 

Carbon Tetrachloride: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.23 1.680E-04 3.75E-04 0.0286 1.07E-05 7.00E-04 1.53E-02 

- 500 feet from well in aquifer below USDW plus pumping 7 2.23 2.100E-02 4.68E-02 0.0286 1.34E-03 7.00E-04 1.91E+00 

- 2,000 feet from well in base of USDW plus pumping 8 2.23 3.060E-10 6.82E-10 0.0286 1.95E-11 7.00E-04 2.79E-08 

Arsenic: 

- 500 feet from well in base of USDW plus pumping 5, 6 2.60 1.680E-04 4.37E-04 0.0286 1.25E-05 3.00E-04 4.16E-02 

- 500 feet from well in aquifer below USDW plus pumping 7 2.60 2.100E-02 5.46E-02 0.0286 1.56E-03 3.00E-04 5.21E+00 

- 2,000 feet from well in base of USDW plus pumping 8 2.60 3.060E-10 7.96E-10 0.0286 2.28E-11 3.00E-04 7.58E-08 

1 Concentration set at 90th percentile concentration reported from hazardous and nonhazardous Class I facilities. 

2 Based on information provided in GeoTrans, Inc., September 13, 1996 report titled “ Numerical Simulation of Deep Injection Wells in Support of UIC OGWDW.” 

3 IEC, Inc., 1987. 

4 IRIS. January 11, 1995. 

5 Assume pumping rate of 720,000 gallons per day. 

6 The concentration measured at receptor A2 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

7 The concentration measured at receptor B2 located in an aquifer below the USDW as modeled in GeoTrans, Inc., 1995. 

8 The concentration measured at receptor A4 located in the base of the USDW as modeled in GeoTrans, Inc., 1995. 

11