GUIDANCE   MANUAL
                    PLANS, RECORDKEEPING, VARIANCES, AND DEMONSTRATIONS

             FOR HAZARDOUS WASTE TREATMENT, STORAGE, AND DISPOSAL FACILITIES


                               Interim Status Requirements
                     This manual (SW-921) was prepared under contract
                              for the Office of Solid Waste
                                         U.S. Environmental Protection Agency
                                         Region V,  Library
                                         230 South Dearborn Street
                                         Chicago, Illinois  60604
I                          U.S.  ENVIRONMENTAL PROTECTION AGENCY
                                           1981

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                          CONTENTS
PART A. BACKGROUND

    1.0 Introduction                                           1
    2.0 The Interim Status Standards                            2
    3.0 Approach of the Manual                                5
    4.0 Comments                                             6
PART B. PLANS AND RECORDKEEPING

    CHAPTER I—WASTE ANALYSIS PLANS

    1.0 Introduction                                           7

    2.0 Regulatory Requirements                               8
        2.1   General Requirements                            8
        2.2   Facility-Specific Requirements                   10
              2.2.1  Subpart J~Tanks                         10
              2.2.2  Subpart K—Surface Impoundments         10
              2.2.3  Subpart L—Waste Piles                   11
              2.2.4  Subpart M—Land Treatment               11
              2.2.5  Subpart N—Landfills                      12
              2.2.6  Subparts O and P—Incinerators and
                    Thermal Treatment                       16
              2.2.7  Subpart Q—Chemical, Physical, and
                    Biological Treatment                      16

    3.0 Analytical Methods                                   17
        3.1   Detection of a Manifest Discrepancy               17
        3.2   Trial Tests                                      18
        3.3   Reactivity                                      19
        3.4   Corrosivity                                     20
        3.5   Incompatibility                                  20
        3.6   Ignitability                                     21
        3.7   Free Liquids                                    22
        3.8   Substances Exhibiting the EP Toxicity
              Characteristic                                   23
        3.9   Hazardous Components                           23
        3.10  Heating Value                                   25
        3.11  Halogen Content                                 25
        3.12  Sulfur Content                                   25
    4.0 Waste Sampling Methods                               26

    Appendix A—Interim Status Standards for Waste Analysis     29

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CHAPTER 2--CONTINGENCY PLANS
1.0  Introduction                                         37
    1.1   Key Definitions and Concepts                     38
    1.2   Emergency Training                              40

2.0  Elements of the Plan                                 42

3.0  Suggested Contingency Plan Content and Organization    44
    3.1   Facility Identification and General Information     44
    3.2   Emergency Coordinator(s)                        47
    3.3   Implementation of the Contingency Plan           47
    3.4   Emergency Response Procedures                  49
         3.4.1   Actions to be Taken by the
                Emergency Coordinator                   49
         3.4.2   Level of Response                        55
    3.5   Emergency Equipment                           56
    3.6   Coordination Agreements                        59
    3.7   Evacuation Plan                                 60
    3.8   Required Reports                                60

4.0  Relationship of SPCC and Contingency Plans             62
    4.1   Comparison of Approaches                       62
    4.2   Amendment of SPCC Plans                       63
5.0  Suggested Reference Material                         64

Appendix A—Interim Status Standards for Contingency
                Plan and Emergency Procedures            65
Appendix B—Clean Environs Hazardous Waste
                Facility Contingency  Plan                 68

CHAPTER 3--GROUND-WATER ASSESSMENT PLANS
1.0  Introduction                                         77
2.0  Ground-Water Quality Assessment Program Components  79

3.0  Example of Ground-Water Assessment
    Program Implementation                              82
4.0  References Cited                                     86

Appendix A—Interim Status Standards for
                Ground-Water Quality Assessment
                Programs                                87

CHAPTER 4--OPERATING RECORD

1.0  Introduction                                         89

2.0  Recordkeeping Requirements                          90
    2.1   Operating Record                               90
    2.2   Other Reports and Recordkeeping                 94

3.0  Example Operating Record                            97
    3.1   Description of Waste                            97
    3.2   Location of Waste                              101
    3.3   Waste Analyses and Trial Test Results            106
    3.4   Emergency Incident Summary Reports            107

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                                                             age
        3.5   Records and Results of Inspections                109
        3.6   Monitoring, Testing, and Analytical Data          110
              3.6.1   Waiver from Ground-Water
                     Monitoring Requirements                 112
              3.6.2   Ground-Water Monitoring                 112
              3.6.3   Food-Chain Crop Information             113
              3.6.4   Unsaturated Zone Monitoring Data         114
              3.6.5   Postclosure Monitoring                   114
              3.6.6   Incineration  Monitoring and Inspections    114
              3.6.7   Thermal Treatment Mointoring
                     and Inspections                           115
        3.7   Closure and Postclosure Cost Estimates           115
        3.8   Documentation of Refusal by Local Authorities
              to Enter into Emergency Arrangements            116

    4.0 Example Form for Other Reports and Recordkeeping     117
        4.1   Facility Identification Number                    117
        4.2   Notice of Arrangement to Receive Hazardous
              Waste from a Foreign Source                     119
        4.3   Waste Analysis Plan                              119
        4.4   Inspection Schedule                              119
        4.5   Job Titles and Personnel Records                 120
        4.6   Contingency Plan and Amendments               120
        4.7   Manifest and Manifest Discrepancies              123
        4.8   Annual Report                                   123
        4.9   Unmanifested Waste Report                      124
        4.10  Additional Reports                              124
        4.11  Ground Water Sampling and Analysis Plan          124
        4.12  Closure Plan                                    125
        4.13  Certification of Closure                          125
        4.14  Postclosure Plan                                 126

    5.0 Interaction with Other Facility Procedures              127
        5.1   Location                                        127
        5.2   Availability                                     128

    Appendix A—Interim Status Standards for
                     Operating Procedures                     129


PART C. VARIANCES AND DEMONSTRATIONS

    CHAPTER 5--VARIANCE TO SECURITY

    1.0 Introduction                                          131
        1.1   Technical and Regulatory Background             132
        1.2   Organization of this Chapter                      133

    2.0 Determination of Potential Hazards to Intruders         135
        2.1   Chemical and Physical Characteristics
              of the Waste                                    135
        2.2   Properties Indicating Hazard Potential             135
        2.3   Duration of Hazard                              137
    3.0 Determination of the Risk of Violating Other
        Interim Status Standards                              138
        3.1   General Considerations                           138

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                                                       Page
    3.2  Barriers to Contact or Disruption                 139
    3.3  Safety Practices Relating to Equipment
         and Structures                                   141
4.0  Integrated Review of Facility Characteristics            142
    4.1  Site A                                          142
         4.1.1    Setting                                  142
         4.1.2    Condition                                144
         4.1.3    Suggested EPA Decision                  144
    4.2  Site B                                          144
         4.2.1    Setting                                  144
         4.2.2    Condition                                145
         4.2.3    Suggested EPA Decision                  145

5.0  References Cited                                     145

Appendix A—Interim Status Standards for Security           146

CHAPTER 6--VARIANCE TO GROUND-WATER MONITORING
1.0  Introduction                                          147
    1.1  Purpose of this Chapter                          147
    1.2  Technical and Regulatory Background             148
    1.3  Organization of this Chapter                      149
2.0  Geologic and Hydrologic Factors Affecting
    Contaminant Movement                               151
    2.1  Contaminant Movement in the Unsaturated Zone   151
         2.1.1    Water Balance Determinations            151
         2.1.2    Unsaturated Zone Characteristics          153
    2.2  Contaminant Movement in the Saturated Zone      155
         2.2.1    Saturated Zone Characteristics            155
         2.2.2    Proximity to Water Supply Wells or
                 Surface Waters                           158
3.0  Integrated Review of Site Characteristics               161
    3.1  Site A                                          163
         3.1.1    Demonstration of Geologic and
                 Hydrologic  Conditions                    163
         3.1.2    Requirements Requested to be Waived     163
         3.1.3    Suggested EPA Decision                  163
    3.2  Site B                                          163
         3.2.1    Demonstration of Geologic and
                 Hydrologic  Conditions                    163
         3.2.2    Requirements Requested to be Waived     164
         3.2.2    Suggested EPA Decision                  164
    3.3  Site C                                          164
         3.3.1    Demonstration of Geologic and
                 Hydrologic  Conditions                    164
         3.3.2    Requirements Requested to be Waived     165
         3.3.3    Suggested EPA Decision                  165

4.0  References Cited                                     166

Appendix A—Interim Status Standards for Waiver of
                 Ground-Water Monitoring Requirements   166

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                                                     Page

CHAPTER 7--VARIANCE TO POSTCLOSURE CARE        167

CHAPTER 8--DEMONSTRATION FOR GROWING
                FOOD-CHAIN CROPS                   169

1.0  Introduction                                        169

2.0  Regulatory Requirements for Food-Chain Crops         170
    2.1   Regulations for Wastes Containing Cadmium       173
    2.2   Regulations for Wastes Containing
         Other Specified Constituents                    173
    2.2   Use of Published, Documented, and
         Existing Data                                  175
    2.4   Field Test Requirements                        175

3.0  Integrated Review of Requirements                   177

Appendix A—Interim Status Standards for
                Food-Chain Crops                       182

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                          DRAFT
                           A.  BACKGROUND
1.0  INTRODUCTION




     The purpose  of  this document is to assist EPA1s Regional Offices




in interpreting selected requirements of the "Interim Status  Standards"




(ISS) for facilities managing hazardous waste.  The Interim Status




Standards were promulgated under the authority of Section 3004 of the




Resource Conservation  and Recovery Act of 1976 (RCRA)  and were pub-




lished in the Federal  Register on May 19, 1980 (45FR98:33063).   This




Regional Guidance Manual on Selected Interim Status Requirements




provides background  information and general guidance to  aid permitting




officials in evaluating responses to certain of the interim status




regulations.  This manual is not a regulatory action and the  sugges-




tions contained herein are not mandatory or enforceable.  The guidance




provided represents  the best information available to EPA.




     The Regional Guidance Manual on Selected Interim Status  Require-




ments provides guidance on the following requirements:




     1.  Waste Analysis Plans




     2.  Contingency Plans




     3.  Ground-water  Assessment Plans




     4.  Operating Record




     5.  Variance to Security Requirements




     6.  Variance to Ground-water Monitoring Requirements




     7.  Variance to Post-Closure Care Requirements




     8.  Demonstration for Growing Food-Chain Crops

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2.0  THE INTERIM STATUS STANDARDS

     Facility owners or operators who have notified EPA by August 18,

1980 that they are managing hazardous waste as required by Section

3010 of RCRA, and who have applied for a permit by November 18, 1980

have "interim status" and are treated as having been issued a permit.*

EPA expects that many prospective permittees will be operating in

interim status for several years.  Therefore, selected minimum require-

ments for facilities at which hazardous waste is treated, stored, or

disposed were promulgated as Interim Status Standards.

     The Interim Status Standards have been designed so that they can

be met without substantial interpretation by, or negotiation with

EPA.  During the interim status period individual contact between the

regulated community and EPA is to be minimized to allow EPA to con-

centrate its limited resources on implementing the notification and

manifest systems and initiating the formal permit process.

     The interim status standards apply to ten types of facilities:

(1) containers, (2) tanks, (3) surface impoundments, (A) waste piles,

(5) land treatment, (6) landfills, (7) incinerators, (8) thermal

treatment, (9) chemical physical, and biological treatment, and (10)

underground injection.  The standards contain three types of require-

ments:   (a)  administrative and non-technical requirements, (b) general

facility requirements, and (c) specific facility requirements.  The
*To qualify for interim status facilities also must have been in
 operation by a date specified in RCRA - currently October 1976.
 An amendment to RCRA to change that date, possibly to November of
 1980, is expected.

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administrative and non-technical requirements and the general facility

requirements apply to most types of facilities.  The specific facility

requirements are applicable to only one facility type (e.g., unsatur-

ated zone monitoring for land treatment facilities).  The major

interim status requirements are as follows:

     1.  Administrative and non-technical requirements:

         •  General

            - waste analysis:  detailed chemical and physical
              analyses, waste analysis plan, specific requirements
              for each facility type

            - security:  artificial or natural barrier with con-
              trolled entry or 24-hour surveillance, and warning
              signs

            - inspection:  inspection plan and log; remedy of any
              deterioration, malfunction, or imminent hazard

            - personnel training

            - classroom or on-the-job training, annual review of
              initial training, records on personnel training

         •  Preparedness and prevention

            - alarm system and emergency equipment; access to same

            - arrangements with local emergency authorities

         •  Contingency plan, emergency procedures, and emergency
            coordinator

         •  Manifest system procedures

         •  Operating records of activities required by the regula-
            tion, such as manifest information, waste analyses
            records, testing and analytical data, and demonstration
            reports for variances

         •  Reporting requirements, such as annual reports and
            unmanifested waste reports

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2.  General facility requirements:

    •  General operating requirements

    •  Special requirements for ignitable,  reactive,  and
       incompatible wastes

    •  Groundwater monitoring (monitoring system to be in
       operation by November 1981)

    •  Closure and post-closure plans:   estimate of costs and
       description of how facility will be closed,  notice of
       facility closure, and post-closure monitoring mainten-
       ance

3.  Specific facility requirements:

    •  Disposal of liquids in landfills or containers

    •  Control of runoff from waste piles,  land treatment, and
       landfills (control to be in operation by November 1981)

    •  Land-treatment facilities monitoring and restrictions
       on growing food chain crops

    •  Incinerators and treatment facilities

    •  Underground injection

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3.0  APPROACH OF THE MANUAL
     As mentioned above, the Interim Status Standards were designed
so that they can be met without substantial interpretation by, or
negotiation with EPA.  However, both the regions and the regulated
community will have to interpret various sections of the regulations.
In anticipation of this need some regional offices have submitted
various questions to OSW for amplification.  This manual attempts to
answer some of those questions with particular emphasis on providing
samples of the numerous plans called for in the regulations.  It is
expected that the regions will distribute these sample plans to the
regulated community upon request.
     Over the next six months, OSW will be distributing numerous
detailed guidance manuals for permit writers and facility owners and
operators on the "General Standards" for permitted facilities.  Among
those standards to be covered in separate manuals are requirements
pertaining to closure, personnel training, liners and leachate
collection systems, management of incompatible wastes, and unsaturated
zone monitoring at land treatment facilities.  Several interim status
requirements for which regions have expressed the need for guidance
have not been covered in this manual since they will be more compre-
hensively treated in the manuals on the "General Standards."  In
cases where later manuals will provide a more comprehensive treatment
of subjects briefly discussed in this document, these manuals have
been explicitly referenced in the text of this document.   Schedules
for these manuals are shown in Table 1.
                                  5

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  Subj ect
                               TABLE 1
           Title
Final Draft
    Due
Closure
Liners and
Leachate
Collection
Systems
Closure and Post-Closure
Guidance Document

Technical Resource Document:
Lining of Waste Impoundment
and Disposal Facilities
   9/80
   11/80
Incompatible
Wastes
Unsaturated Zone
Monitoring
Personnel
Training
Guidance Manual on Incompat-
ibility
Permit Writers' Guidance
Manual: Landfarms
Personnel Training Manual
10/80
10/80
1981
4.0  COMMENTS

     Comments are requested from EPA's Regional Offices on this

guidance manual.  Comments are invited both on OSW's selection of

requirements for discussion and on the content and level of detail of

the guidance provided.  Comments should be mailed to:  Penelope

Hansen (WH-565) , U.S. Environmental Protection Agency, 401 M Street,

SW, Washington, DC 20460.  OSW plans to distribute a revised version

of the guidance manual to the regions by the end of the year.

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                   B. PLANS AND RECQRDKEEPING




                 CHAPTER I—WASTE ANALYSIS PLANS




                      Part 265, Subpart B, §265.13




1.0  INTRODUCTION




     After November 19,  1980,  the management of  hazardous wastes  is




subject to the interim status  requirements  specified in 40 CFR 265




until final administrative disposition of a permit application is




made.  Several requirements concerning physical  and chemical analysis




of hazardous wastes are contained in the interim status standards.




General waste analysis requirements are addressed §265.13.   The




owner or operator of a hazardous waste management facility is required




to obtain a detailed chemical  and physical  analysis of a representa-




tive sample of any hazardous waste to be managed and to develop and




follow a written waste analysis plan.   At a minimum, the waste analysis,




must provide all the information which must be known to treat,  store,




or dispose of the waste in accordance with  the Part 265 requirements.




Apart from the minimum amount  of analysis necessary to comply with




§265.13, additional waste analysis requirements  are defined in




Subparts I through Q of  40 CFR 265 for each type of management




facility.  Applicable regulations are given in Appendix A.



     The purpose of this document is to present  the regulatory waste




analysis requirements and to describe and reference analytical and




sampling methods.  General and facility-specific requirements are




presented in Section 2,  analytical methods  in Section 3, and sampling




methods in Section 4 of  this chapter.

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2.0  REGULATORY REQUIREMENTS

     The general waste analysis requirements as given in §265,13

specify that any hazardous waste must be analyzed prior to its

management and that an owner or operator of a hazardous waste

management facility must develop and follow a written waste analysis

plan.  In addition, Subparts J through Q each contain special

requirements for managing ignitable, reactive or incompatible wastes.

The impact of these special requirements on waste analysis is

examined.  The facility specific requirements are presented for each

of the types of facilities identified in Subparts J through Q in

this section.

2.1  General Requirements

     At a minimum, the waste analysis plan required under §265.13

must specify the following:

     •  The waste sampling method used to obtain a representa-
        tive sample.

     •  The parameters selected for laboratory analysis for
        each waste, including those required in Subparts J
        through Q.

     •  The rationale for selection of these parameters for
        laboratory analysis.

     •  The methods or procedures applied during laboratory
        analysis.

     •  The frequency of  sampling and analysis to be conducted
        on subsequent shipments of the same waste to ensure
        that the analysis is accurate and up to date.

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     •  For off-site facilities, the sampling method and
        procedure used to identify each movement of hazardous
        waste to ensure that the waste is the same as the one
        indicated on the accompanying manifest or shipping
        paper.

     The owner or operator of a hazardous waste management facility

must keep a waste analysis plan available for inspection by EPA

personnel during the interim status period.  A waste analysis plan

must be included with Part B of a permit application as required

under 40 CFR 122.25.  Should the permit writer wish to evaluate a

waste analysis plan, guidance is presented in subsequent sections

of this document to assess each component of the plan.

     Similarly, waste analysis results and data must be recorded

by the owner or operator and be accessable to EPA personnel during

the interim status period.  Analytical data must be included with a

Part B permit application.  Guidance on the evaluation and inter-

pretation of analytical data is presented in the various facility

specific guidance manuals and is not provided in this document.

     The owners or operators of a hazardous waste management facility

must include provisions in their waste analysis plans to detect

ignitability, reactivity, or incompatibility in any waste managed.

Characteristics for ignitability and reactivity are defined in

§261.21 and 261.23, respectively, and examples of potentially incom-

patible wastes are provided in Appendix V of Part 265.  Specific

analytical methods to determine ignitability, reactivity, or incom-

patibility are discussed in Section 3 of this document.

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2.2  Facility-Specific Requirements




     The following analytical requirements are contained  in Subparts




J through Q of the 40 CFR 265 regulations.  These analyses must be




included in the waste analysis plan.   The required analyses are pre-




sented for each type of hazardous waste management facility identified




in Part 265.




     2.2.1  Subpart J - Tanks




     As required under §265.193, whenever a tank is to be used to




treat or store a waste which is "substantially different" from one




previously treated or stored in that  tank or if the treatment process




is "substantially different", trial treatment or storage tests must




be performed or documented information must be obtained demonstrating




that the intended practice will comply with the general operating




requirements of §265.192(a) and (b).   Management of ignitable or




reactive waste is regulated under §265.198 and management of incom-




patible waste is regulated under §265.199.




     2.2.2  Subpart K - Surface Impoundments




     Trial tests or documented information in lieu of a trial test




are required for treatment of "substantially different" hazardous




wastes or for use of a "substantially different" treatment process




in surface  impoundments, as required under §265.225.  Management of




ignitable or reactive waste is regulated under  §265.229 and management




of incompatible wastes is regulated under  §265.230.  If the surface




impoundment is to be closed as a landfill, the  owner or operator
                                 10

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must comply with the §265.310 landfill closure requirements,  which




require information on the characteristics and mobility of the waste.




The Section 265.310 requirements are discussed in the landfill section




of this chapter.




     2.2.3  Subpart L - Waste Piles




     The waste analyses required under §265.252 must ensure that




wastes added to a pile are compatible with each other and with the




material in the pile to which it will be added.  A trial test may




satisfy this requirement.  Incompatible wastes must not be stored




in the same pile, and piles of incompatible wastes must be physically




separated as required under §265.257.  Waste analyses must include a




visual comparison of color and texture for detection of potentially




incompatible wastes as required by §265.252.  Management of ignitable




or reactive wastes is regulated under §265.256.




     2.2.4  Subpart M - Land Treatment




     Section 265.72(a) prohibits placing hazardous waste in land




treatment facilities unless the waste can be made less hazardous by




biological degradation or chemical reactions occuring in the soil.




If data are not available from past experience, the waste analysis




plan should include biodegradation or other treatment tests which




demonstrate the decomposition of the waste into trace amounts of




hazardous residuals and nonhazardous substances.  Under §265.73(a),




the owner or operator must determine the concentrations of any sub-




stances which cause the waste to fail the EP toxicity characteristic
                                11

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(§261.24).  Maximum concentrations for the specified contaminants




are given in Table 1.  Under §265.73(b),  for any waste listed in




Part 261, Subpart D, the concentrations of any substances which




caused the waste to be listed must be determined.  In addition,




§265.273(c) requires analyses for arsenic, cadmium, lead, and




mercury if food chain crops are grown at the facility.  The closure




and post-closure..regulations in §265.250 require that an owner or




operator consider the hazardous waste constituents present in a




facility when developing closure and post-closure plans.  The purpose




of determining the properties of hazardous constituents remaining




in the facility is to determine the level of closure and post-closure




care which will be necessary.  The types of waste analyses suggested




for obtaining the necessary information are discussed in the following




section.  Management of ignitable or reactive waste is regulated




under §265.281, and management of incompatible waste is regulated




under §265.282.




     2.2.5  Subpart N - Landfills




     No specific analyses are required in this subpart; however,




there are special requirements for the management of liquid wastes




and wastes containing free liquids.  Therefore, the owner or operator




of a landfill must determine whether a waste contains free liquids.




The closure and post-closure regulations in §265.310 require that




an owner or operator must consider the hazardous waste constituents




present in a facility and the mobility of these constituents when
                                 12

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                 TABLE 1

MAXIMUM CONCENTRATION OF CONTAMINANTS FOR
      CHARACTERISTIC OF EP TOXICITY
EPA
Hazardous
Waste
Number
D004 ....
D005 ....
D006 ....
D007 ....
D008 ....
D009 ....
D010 ....
D011 ....
D012 ....




D013 ....


D014 ....


D015 ....



D016 ....

D017 ....




Contaminant
Arsenic 	
Barium 	
Cadmium 	
Chromium 	
Lead 	
Mercury 	
Selenium 	
Silver 	
Endrin (1,2,3,4,10,10-
hexachloro-1 , 7-epoxy-
l,4,4a,5,6,7,8,8a-
octahydro-l,4-endo, endo
5,8-dimethano naphthalene
Lindane (1,2,3,4,5,6-
hexachlorocyclohexane, gamma
isomer
Methoxychlor (1,1,1-
Tr ichloro-2 , 2-bis (p-
methoxyphenyl) ethane)
Toxaphene (CloHioCl?
Technical chlorinated
comphene, 67-69 percent
chlorine)
. 2,4-D(2,4-
Dichlorophenoxyacetic acid)
2,4,5,-TP Silvex (2,4,5-
Trichlorophenoxypropionic acid)
Maximum
Concentration
(milligrams
per liter)
5.0
100.0
1.0
5.0
5.0
0.2
0.2
5.0
0.02




0.4


10.0


0.5



10.0

1.0

                   13

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developing closure and post-closure plans.  The purpose of obtaining




information on the composition, characteristics, and mobility of a




waste is to determine the extent of closure and post-closure care




which will be necessary to protect human health and the environment.




Inadequate closure can result in the escape of hazardous constituents




from the landfill through a variety of paths.   Gas formation caused




by physical, biological or chemical reactions  within the landfill




can lead to the escape of toxic or ignitable gases.  Leachate for-




mation and the solubilization of hazardous constituents can result




in discharges to ground and/or surface waters.  Damage to the final




cover can result in the contamination of run-off to surface waters




and in increased leachate formation.  Waste analysis will provide




the owner or operator with the information needed to determine the




extent of closure and post-closure care necessary to prevent the




escape of hazardous constituents.  Table 2 provides suggestions for




waste analyses which could be useful in some situations.  However,




the specific information necessary is highly dependent on both




facility design and location.  (Further information on closure is




available in the "Subpart G - Closure and Post-Closure Guidance




Document" and in several technical resource documents to be completed




in November 1980).  Management of ignitable or reactive waste is




regulated under §265.312, and management of incompatible waste is




regulated under §265.313.
                                 14

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                              TABLE 2

        SUGGESTED WASTE ANALYSES FOR OBTAINING INFORMATION
           TO BE USED IN PREPARING CLOSURE PLANS FOR
                FACILITIES CLOSED AS LANDFILLS

                    Potential Paths of Release
                                                 Damage to Cover From
 Gas Formation               Leaching            Excessive Settling


1,  Vapor pressure      1.   pH                   1.   General descrip-
                                                     tion of waste
                                                     including:
2.  Chemical analy-     2.   Solubility in            a. weight
    sis for hazardous       water,  hydro-            b. volume
    constituents            carbons,  and             c. estimate of
    which could be          chlorocarbons               solid or bulk
    emitted to air                                      density
                        3.   Chemical  analysis        d. percent  solids
                            for hazardous con-
                            stituents which
                            could be  leached
                                15

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     2.2.6  Subparts 0 and P - Incinerators and Thermal Treatment

     The waste analysis requirements under these subparts are similar.

Under §265.345 and §265.375, the owner or operator of an incinerator

or thermal treatment facility must analyze "any waste not previously

treated" to determine:

     •  Heating value of the waste

     •  Halogen content and sulfur content of the waste

     •  Concentrations of lead and mercury in the waste,
        unless the owner or operator has written, documented
        data to show that the elements are not present.

Management of waste explosives is regulated under §265.382.  There-

fore, an owner or operator may wish to determine whether a waste is

explosive.

     2.2.7  Subpart Q - Chemical, Physical, and Biological Treatment

     Trial tests or documented information in lieu of a trial test

are required for management of "substantially different" hazardous

wastes or for use of a "substantially different" treatment process

under §265.402.  Management of ignitable or reactive waste is

regulated under §265.405, and management of incompatible waste is

regulated under §265.406.
                                 16

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3.0  ANALYTICAL METHODS




     Analytical methods, sufficient to provide information and data




in compliance with the regulatory requirements, are presented in




this section.  The methods are referenced in Part 261 and the




majority of them are contained in "Test Methods for Evaluating




Solid Waste", EPA publication SW-846.  Each of the parameters




for analyses required under the regulations will be discussed




individually.



3.1  Detection of a Manifest Discrepancy




     Manifest discrepancies are differences between the quantity,




including differences in weight and number count, or type of




hazardous waste designated on a manifest or shipping paper and the




quantity or type of hazardous waste a facility receives.  Significant




discrepancies in type, as defined in §265.72, are "obvious differences




which can be discovered by inspection or waste analysis."  Little




more than the proper shipping name of the waste is required to




appear as a description on the manifest under §262.21.  Accordingly,



in the preamble to Part 265 detection of manifest discrepancies in




type is intended "to have facilities flag obvious differences in




waste type ..., as opposed to more subtle changes, such as part-




per-million variations in the concentrations of heavy metals within




a sludge1'.




     Therefore, it is suggested that detection of manifest discre-




pancies occur primarily by visual inspection and rapid chemical
                                17

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analyses that may be performed during sampling.   Examples of waste

characteristics which may be determined by visual inspection and

rapid chemical analysis include:

     •  Physical state of the waste - powdered or granular
        solids, slurries, sludges, liquids or compressed
        gases

     •  Color and texture

     •  Whether liquids and slurries are primarily aqueous or
        organic

     •  pH of aqueous wastes

     •  Odor

     •  Specific gravity or density

3.2  Trial Tests

     The purpose of conducting trial tests for waste management

at tanks, surface impoundments and chemical, physical and biological

treatment facilities is to prevent accidents and haphazard experi-

mentation with new wastes or new treatment techniques when chemical

treatment of large batches of waste is involved.  These requirements

ensure that the operator knows not only the characteristics of the

waste involved but also the behavior of the waste in a treatment

process, or the effects of a new treatment process on the wastes and

the facility.  Haphazard experimentation or treatment of waste with-

out trial tests may cause corrosion of containment devices, fires,

explosions, and other problems associated with ignitable, reactive,

or incompatible wastes.  Trial tests, or documented information on

similar wastes under similar treatment processes and similar


                                 18

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operating conditions, should bring to light unanticipated problems

before large batches of waste are treated.

     Trial tests should simulate intended treatment processes and

conditions as faithfully as possible to ensure compliance with the

facility specific requirements and the general requirements for

managing ignitable, reactive or incompatible wastes under §265.17.

Information and guidance about trial test protocol and conduct is

contained in the "Guidance Manual on Trial Treatment Tests and

Compatibility" (Fred C. Hart Associates, for Office of Solid Waste).

The fate of the hazardous components present in a waste should be

monitored during a trial test.  Information about the analysis of

hazardous components is presented in Section 3.9 of this chapter.

3.3  Reactivity

     A waste is classified as reactive if it has any of the

properties listed in  261.23, which are:

     •  It is normally unstable and readily undergoes violent
        change without detonating

     •  It reacts violently, or forms potentially explosive
        mixtures, or generates toxic gases, vapors or fumes
        upon contact with water

     •  It contains cyanide or sulfide and can generate toxic
        gases, vapors, or fumes

     •  It is explosive under standard conditions or in the
        presence of heat or an initiator

Several analyses are necessary, therefore, to determine whether a

hazardous waste is reactive according to the regulatory definition.

The owner or operator of a waste management facility must analyze a

representative sample of a waste for the potential generation of

                                 19

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hydrogen cyanide or hydrogen sulfide, determine whether the waste




is explosive, and determine the type of reaction occurring when the




waste contacts water.  A method for determining if HCN or H2S genera-




tion is a problem is being developed for "Test Methods for Evaluating




Solid Waste", SW-846.  Explosive wastes are defined and methods of




determination are referenced in Section 6.2 of SW-846.  Reactivity of




the waste with water may be determined under controlled conditions




as part of the trial tests described in Section 3.2 of this chapter




3.4  Corrosivity




     Both of the characteristics of corrosivity defined in §261.22




involve analytical testing of the waste.  An aqueous waste is classi-




fied as corrosive if the pH is less than or equal to 2 or greater




than or equal to 12.5, as determined by Method 5.2 in SW-846.  A




liquid waste is corrosive if it corrodes SAE 1020 steel at a rate




greater than 6.35mm  (.250 inch) per year at 55°C (130°F) as determined




by Method 5.3 in SW-846, which is adapted from National Association




of Corrosion Engineers Standard TM-01-69.




3.5  Incompatibility



     Incompatible wastes are defined as those hazardous wastes that




may cause corrosion  or decay of containment facilities or may generate




heat or pressure, fire or explosion, violent reaction, toxic dusts,




mists, fumes or gases, or flammable  fumes or gases if mixed with




another waste or material under uncontrolled conditions.  Incompatible




wastes are defined to include waste-to-containment device incompati-




bility and waste-to-waste incompatibility.




                                  20

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     If a complete chemical analysis of the waste is available,




waste-to-waste incompatibility may be determined by the methods




developed by the Hazardous Materials Management Section of the




California Department of Health Services and presented in "A Method




for Determining Hazardous Wastes Compatibility".  Similar methods




for determining waste-to-waste compatibility and guidance for




determining waste-to-containment device compatibility are presented




in the "Guidance Manual on Trial Treatment Tests and Compatibility."




     Waste incompatibility may be determined during trial tests.




Devices to measure temperature and pressure and to collect gases




generated during the test for subsequent analysis may be incorporated




into the trial test apparatus.  Monitoring of these devices during




the trial test will provide information to determine whether the




system is incompatible within the regulatory definition.




3.6  Ignitability




     The characteristics of ignitable wastes defined in §261.21 are




based on the results obtained from several analytical procedures,




including a flash point determination and identification of flammable




compressed gases and oxidizers.  The flash point of liquid wastes




may be determined by ASTM Standards D-93-79 or D-3278-78, or




equivalent test methods approved by the EPA Administrator.  Ignitable




compressed gases and oxidizers are defined in Section 4 of SW-846,




using ASTM Standard D-323 to determine a compressed gas, and Bureau




of Explosives methods to determine an ignitable compressed gas.
                                21

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Examples of oxidizers are provided in Section A.5 of  SW-846.   The




liberation of oxygen during a trial test would serve  to identify an




oxidizer.  No methods are suggested for identifying ignitable wastes




defined in §261.21(a)(2), which are wastes that are not liquids and




are capable of causing fire through friction, absorption of moisture,




or spontaneous chemical changes and, when ignited, burn so vigorously




and persistently that they creat a hazard.  Information from  previous




experience and trial tests under controlled conditions may be the




best method to identify these wastes.




3.7  Free Liquids




     Free liquids are defined as "liquids which readily separate




from the solid portion of a waste under ambient temperature  and




pressure."  This term distinguishes a waste containing liquids that




will readily flow from the waste in a landfill to product leachate.




For sludges or semi-solids that are not obviously liquids, the




following test may be used to determine if they contain "free liquids."




Place a one to five kilogram (2.2. to 11.0 Ibs) sample of waste on




a level or slightly sloping plate of glass or other similarly flat




and smooth solid material for at least five minutes.   If a liquid




phase separation is observed, the waste contains "free liquids."




EPA feels this test provides a practical way to test sludges and




semi-solids and helps to clarify the meaning of free liquids until




a more rigorous test is devised.
                                 22

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     The test is intended to simulate, in a sample way, the behavior
of semi-solid wastes placed on the surface of a landfill.   If
liquids can be observed as a separate phase draining over  an
impermeable substrate from the base of a small sample of the waste,
such liquids can also be expected to drain from the waste  itself
when it is placed on the surface of the landfill, and will be free
to migrate into the landfill much as liquid wastes would.   The fact
that liquids cannot be observed to migrate from a small sample after
a few minutes does not, of course, ensure that they will not migrate
from a larger sample, after a longer period of time, when  the waste
is compressed or the temperature is raised.  This test thus represents
a rough minimum for the containment of free liquids.
3.8  Substances Exhibiting the EP Toxicity Characteristic
     Analytical methods contained in "Test Methods for Evaluating
Solid Waste", SW-846, for the extraction procedure toxic substances
listed in Table 1 (Maximum Concentrations of Contaminants  for
Characteristic of EP Toxicity) of Section §261.24 are referenced in
Table 2.  These methods must generate accurate, quantitative data.
It is important that the quality control procedures described in
SW-846 are incorporated with the waste analysis.  References to these
analytical methods are contained in Appendix III of Part 261 as well.
3.9  Hazardous Components
     The hazardous constituents of the hazardous wastes listed in
Subpart D of Part 261,  261.31 and 261.32, are tabulated in Appendix
VII of Part 261.
                                 23

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                           TABLE 3

           ANALYTICAL METHODS FOR TOXIC SUBSTANCES
  Substances	Analytical Method in SW-846

Arsenic                                    8.51
Barium                                     8.52
Cadmium                                    8.53
Chromium                                   8.54
Lead                                       8.56
Mercury                                    8.57
Selenium                                   8.59
Silver                                     8.60
Endrin                                     8.08*
Lindane                                    8.08*
Methoxychlor                               8.08
Toxaphene                                  8.08*
2,4-D                                      8.40*
2,4,5-TP Silvex                            8.40*

Confirmation by GC/MS method is presented in 8.25.
                              24

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3.10  Heating Value




     The gross heating value of a waste may be determined by bomb




calorimetry.  The gross heating value of a waste includes the heat




of vaporization of any water present in the waste and provides the




most useful information to determine incinerator conditions.  ASTM




Methods D2015 and D3826 may be used to determine the gross heating




values of solid wastes and ASTM Method E240 is applicable to liquid




wastes.




3.11  Halogen Content




     The halogen content of hazardous wastes should be determined




by combustion methods prior to incineration or thermal treatment.




The concentrations of the individual halogens, flourine, bromine,




iodine and chlorine, or the total halogen content may be obtained.




Suggested methods for this analysis are ASTM Methods D2361 and E442.




A test for total organic halogen content is being developed by EPA




and will be included in SW-846.  Chloride determinations by




titrimetric and colorimetric methods are not recommended because




many interferences may be present in hazardous wastes and halogens




other than the chloride ion are not detected.




3.12  Sulfur Content




     The sulfur content of hazardous wastes may also be determined




by combustion methods and the analysis may be combined with the




halogen determination.  Suggested methods of analysis include ASTM




Method D3177, E443 and D129.
                                25

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4.0  WASTE SAMPLING METHODS




     Proper sampling is a necessary part of obtaining reliable




information for management of hazardous wastes.   Hazardous wastes




may be contained and shipped in a variety of devices and quantities.




Sampling methods used at hazardous waste facilities must ensure




that a representative sample of a waste is obtained.




     All precautions should be taken to ensure that the material of




construction of the sampling device is inert to the waste being




sampled.  Glass containers are inert to most hazardous wastes.




Sample sizes of 1 to 2 liters should be sufficient for analysis.




     In Table 4, sampling methods are presented as a function of




the waste containment device and the physical state of the waste.




Hazardous wastes have been classified into five categories based




upon the physical state of the waste.  Solids, liquids, slurries,




sludges, and compressed gases may be readily identified by visual




inspection.  Sludges and slurries are both mixtures of solids and




liquids, but the difference is that slurries will flow freely under




normal conditions and sludges will not.  The notation of not




applicable (NA) in Table 4 indicates that containment of hazardous




waste in a particular physical state is not common practice in the




device indicated.




     Many of the sampling methods referenced in Table 4 are con-




tained in "Test Methods for the Evaluation of Solid Waste",




SW-846.  The construction and operation of the Coliwasa sampler
                                 26

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-------
is described in this document.   The Coliwasa sampler is designed




to sample liquid hazardous wastes,  but it is not commercially




available.  The other samplers  referenced in Table 2 are commerically




available or may be readily fabricated.   ASTM Method E300 provides




a comprehensive review of equipment used to sample industrial




chemicals.




     Automatic sampling should  be used whenever possible to obtain




a representative sample.  Commercial sampling devices are marketed




by at least 40 companies and include timed-cycle, intermittent,




and flow response models.  Most of the samplers operate during flow




conditions, so that waste may be sampled in a conduit prior to




introduction to a pile, surface impoundment, or tank.  Bleed samples




may be obtained during the unloading of tank trucks or tank rail




cars by diverting a small portion of the stream to a sample container.




     Suggestion of sampling methods in Table 2 does not indicate  or




imply that application of these methods is mandatory under the




interim status standards.  The  methods are abstracted from widely-




available sources and are intended to reference typical methods




that might be used to sample hazardous wastes.



                                                          I
                                28

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                                  APPENDIX A

            INTERIM  STATUS  STANDARDS FOR WASTE  ANALYSIS

                  Characteristics of Hazardous  Wastes
§ 261.21  Characteristic of ignitabillty.
  (a) A solid waste exhibits the
characteristic of ignitability if a
representative sample of the waste has
any of the following properties:
  (1) It is a liquid, other than an aqueous
solution containing less than 24 percent
alcohol by volume, and has a flash point
less than 60°C (140°F), as determined by
a Pensky-Martens Closed Cup Tester,
using the test method specified in ASTM
Standard D-93-79. or a Setaflash Closed
Cup Tester, using the test method
specified in ASTM standard D-3278-78,
or as determined by an equivalent test
method approved by the Administrator
under the procedures set forth in
§§260.20 and 260.21.'
  (2) It is not a liquid and is capable,
under standard temperature and
pressure, of causing fire through friction,
absorption of moisture or spontaneous
chemical changes and, when ignited,
burns so vigorously and persistently that
is creates a hazard. •
  (3} It is an ignilable compressed  gas as
defined in 49 CFR 173.300 and as
determined by the test methods
described in that regulation or
equivalent test methods approved  by the
Administrator under §§ 260.20 and
260.21.
  (4) It is an oxidizer as defined in 49
CFR 173.151.
  (b) A solid waste that exhibits the
characteristic of ignitability, but is not
listed as a hazardous waste in Subpart
D, has the EPA Hazardous Waste
Number of D001.
§ 261.22  Characteristic of corrosivity.
  (a) A solid waste exhibits the
characteristic of corrosivity if a
representative sample of the waste has
either of the following properties:
  (1) It is aqueous and has a pH less •
than or equal to 2 or greater than or
equal to 12.5, as determined by a pH
meter using either the test method
specified in the "Test Methods for the
Evaluation of Solid Waste, Physical/
Chemical Methods" * (also described in
"Methods for Analysis of Water and
Wastes" EPA 600/4-79-020, March
1979), or an equivalent test method
approved by the Administrator under
the procedures set  forth in § §  260.20 and
260.21.
  (2) It is a liquid and corrodes steel
(SAE1020) at a rate greater than 6.35
mm (0.250 inch) per year at a test
temperature of 55°C (130°F) as
determined by the test method specified
in NACE (National Association of.
Corrosion Engineers) Standard TM-01-
69 3 as standardized in "Test Methods
for the Evaluation of Solid Waste,
Physical/Chemical Methods," or an
equivalent  test method approved by the
Administrator under the procedures set
forth in § §  260.20 and 260.21.
  (b) A solid waste that exhibits the
characteristic of corrosivity, but is not
listed as a hazardous waste in Subpart
D, has the EPA Hazardous Waste
Number of  D002.
  'ASTM Standards are available from ASTM.
1916 Race Street, Philadelphia. PA 18103.
  'This document is available from Solid Waste
Information. U.S. Environmental Protection Agency,
26 W. St. Clair Street. Cincinnati. Ohio 45268.
  'The NACE Standard is available from the
National Association of Corrosion Engineers, P.O.
Box 986, Katy, Texas 77450.
                                          29

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                            APPENDIX A  (Continued)

           Characteristics of  Hazardous  Wastes  (Concluded)
§ 261.23  Characteristic of reactivity.

  (a) A solid waste exhibits the
characteristic of reactivity if a
representative sample of the waste has
any of the following properties:
  (1) It is normally unstable and readily
undergoes violent change without
detonating.
  (2) It reacts violently with water.
  (3) It forms potentially explosive
mixtures with water.
  (4) When mixed with water, it
generates toxic gases, vapors or fumes
in a quantity sufficient to present a
danger to human health or the
environment.
  (5) It is a cyanide or sulfide bearing
waste which, when exposed to pH
conditions between 2 and 12.5, can
generate, toxic gases, vapors or fumes in
a quantity sufficient to present a danger
to human health or the environment
  (6) It is capable of detonation or
explosive reaction if it is subjected to a
strong initiating source or if heated
under confinement.
  (7) It is readily capable of detonation
or explosive decomposition or reaction
at standard temperature and pressure.
  (8) It is a forbidden explosive as
defined in 49 CFR 173.51. or a Class A
explosive as defined in 49 CFR 173.53 or
a Class B explosive as defined in 49 CFR
173.88.
  (b] A solid waste that exhibits the
characteristic of reactivity, but is not
listed as a hazardous waste  in Subpart
D,.has the EPA Hazardous Waste
Number of D003.
§ 261.24  Characteristic of EP Toxlcity.
  (a) A solid waste exhibits the
characteristic of EP toxicity if, using the
test methods described in Appendix II
or equivalent methods approved by the
Administrator under the procedures set
forth in §§ 260.20 and 260.21, the extract
from a representative sample of the
waste contains any of the contaminants
listed in Table I at a concentration equal
to or greater than  the respective value
given in that Table. Where  the waste
contains less than 0.5 percent filterable
solids, the waste itself, after filtering,  is
considered to be the extract for the
purposes of this section.
  (b) A solid waste that exhibits the
characteristic of EP toxicity, but is not
listed as a hazardous waste in Subpart
D, has the EPA Hazardous Waste
Number specified  in Table I which
corresponds to the toxic contaminant
causing it to be hazardous.
     Table I.—Maximum Concentration of
 Contaminant* for Characteristic of EP Toxicity—
                Continued
    EPA
  hauntou*
   wast*
   number
     Contaminant
 Maximum
concentration
 (milligram*
 perktor)
0004..
D005_
O006_
D007..
O008_
8enum._
Chromium...
Lead..
D010..
COn-
DO^..
                                                              0013..


                                                              D014_


                                                              D015..



                                                              D018_


                                                              D017..
          Mercury		—
           Endnn (1,2.3.4,10.10-
            hexachloro* 1.7-epoxy-
            1.4.4a.5.6,7.8.8a-
            octahydro-1,4-endo, endo-
            5,8-dimethano naphthalene.
           LJndane (1,2.3.4,5,8-
            hexachlorccydoriexan*,
            gamma isomer.
           Metho-ycWor (1,1.1-
            Trichloro-2.2-b« [p.
            metho-yphenytlethone).
           To«phene (C,#,JO*
            Technical chhxmated
            camphene. 67-69 percent
            chlorine).
           2,4-0. (2.4-
            Dtervtofophenoxyacetic
            add).
         .  2.4,5-TP S-v«x (2.4.5-
            Tnchkxopr«noxypro(>lonle
            •cid).
       5.0
      100.0
       1.0
       5.0
       5.0
       0.2
       1.0
       5.0
      0.02
                           0.4


                          10.0


                           0.5



                          10.0


                           1.0
                                         30

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                                              APPENDIX  A  (Continued)

                                                  General. 'Standards
§ 265.13 General waste analysis.
  (a)(l) Before an owner or operator
treats, stores, or disposes of any
hazardous waste, he must obtain a
detailed chemical and physical analysis
of a representative sample of the waste.
At a minimum, this analysis must
contain all the information which must
be known to treat, store, or dispose of
the waste in accordance with the
requirements of this Part.
  (2) The analysis may include data
developed under Part 261 of this
Chapter, and existing published or
documented data on the hazardous
waste or on waste generated from
similar processes.
[Comment: For example, the facility's
record of analyses performed on the
wasta before the effective  date of these
regulations, or studies conducted on
hazardous waste generated from
processes similar to that which
generated the waste to be  managed at
th
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                                         APPENDIX  A  (Continued)

                                  Facility-Specific Requirements
 Subpart K—Surface Impoundments
                          Subpart L—Waste Piles
§ 265.225 Waste analysis and trial tests.
  (a) In addition to the waste analyses
required by § 265.13, whenever a surface
impoundment is to be used to:
  (1) Chemically treat a hazardous
waste which is substantially different
from waste previously treated in that
impoundment; or
  (2) Chemically treat hazardous waste
with a substantially different process
than any previously used in that
impoundment; the owner or operator
must, before treating the different waste
or using the different process:
  (i) Conduct waste analyses and trial
treatment tests (e.g., bench scale or pilot
plant scale tests); or
  (ii) Obtain written, documented
information on similar treatment of
similar waste under similar operating
conditions; to show that this treatment
will comply with § 265.17(b).
[Comment: As required by § 285.13, the
waste analysis plan must include
analyses needed to comply with
§§ 265.229 and 265.230. As required by
§ 265.73, the owner or operator must
place tha results from each waste
analysis and trial test, or the
documented information, in the
operating record of the facility.]

§ 265.229 Special requirements for
ignitabie or reactive waste.
  (a) Ignitabie or reactive waste must
not be placed in a surface impoundment,
unless:
  (1) The waste is treated, rendered, or
mixed before or immediately after
placement in the impoundment so that
(i) the resulting waste, mixture, or
dissolution of material no longer meets
the definition of ignitabie or reactive
waste under §§ 261.21 or 261.23 of this
Chapter, and (ii) § 265.17{b) is complied
with; or
  (2) The surface impoundment is used
solely for emergencies.

§ 265.230 Special requirements for
incompatible wastes.
  Incompatible wastes, or incompatible
wastes and materials, (see Appendix V
for examples) must not be placed in the
..same surface impoundment, unless
 § 265.17(b) is complied with.
 § 265.252  Waste analysis.
   In addition to the waste analyses
 required by § 265.13, the owner or
 operator must analyze a representative
 sample of waste from each incoming
 movement before adding the waste to
 any existing pile, unless (1) the only
 wastes the facility receives which arc
 amenable to piling are compatible with
 each other, or (2) the waste received is
 compatible with the waste in the pile to
 which  it is to be added. The analysis
 conducted must be capable of
 differentiating between the types of
 hazardous waste the owner or operator
 places in piles, so that mixing of
 incompatible waste  does not
 inadvertently occur. The analysis must
 include a visual comparison of color and
 texture.
 {Comment: As required by § 265.13, the
 waste analysis plan  must include
 analyses needed to comply with
 §§ 2G5.256 and 265.257. As  required by
 § 265.73, the owner or operator must
place the results of this analysis in the
operating record of the facility.]
 § 265.256  Special requirements for
 ignitabie or reactive waste.
   (a) Igr.ituble or reactive wastes must
 not be placed in a pile, unless:
   (1) Addition of the waste to an
 existing pile (i) results in the waste or
 mixture no longer meeting the definition
 of ignitabie or reactive waste under

 §§ 261.21  or 201.23 of this Chapter, and
 (ii) complies with § 265.17(b); or
   (2) The  waste is managed in such a
 way that  it is protected from any
 ma tonal or conditions which  may cause
 it to ignite or react.
§ 265.257 Special requirements for
Incompatible wastes.
  (a) Incompatible wastes, or
incompatible wastes and materials, (see
Appendix V for examples) must not be
placed in the same pile, unless
§ 265.17(b) is complied with.
  (b) A pile of hazardous waste that is
incompatible with any waste or other
material stored nearby in other
containers, piles, open tanks, or surface
impoundments must be separated from
the other materials, or protected from
them by means of a dike, berm, wall, or
other device.
[Comment: The purpose of this is to
prevent fires, explosions, gaseous
emissions, leaching, or other discharge
of hazardous waste or hazardous waste
constituents which could result from the
contact or mixing of incompatible
wastes or materials.]
  (c) Hazardous waste must not be piled
on the same area where incompatible
wastes or materials were previously
piled, unless that area has b ;en           |
decontaminated sufficiently to ensure     "
compliance with § 265.17(b).
                                                          32

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                         APPENDIX A  (Continued)

             Facility-Specific Requirements  (Continued)


                          Subpart M—Land Treatment
§ 265.273 Waste analysis.
  In addition to the waste analyses
required by § 265.13, before placing a
hazardous waste in or on a land
treatment facility, the owner or operator
must:
  (a) Determine the concentrations in
the waste of any substances which
exceed the maximum concentrations
contained in Table I of § 261.24 of this
Chapter that cause a waste to exhibit
the EP toxicity characteristic;
  (b) For any waste listed in Part 261,
Subpart D, of this Chapter, determine
the concentrations of any substances
which caused the waste to be listed as a
hazardous waste; and
  (c) If food chain crops are grown,
determine the concentrations in the
waste of each of the following
constituents: arsenic, cadmium, lead,
and mercury, unless the owner or
operator has written, documented, data
that show that the constituent is not
present.
[Comment: Part 261 of this Chapter
specifies the substances for which a
waste is listed as a hazardous waste. As
required by § 265.13, the waste analysis
plan must include analyses needed to
comply with §§ 265.281 and 265:282. As
required by § 265.73, the owner or
operator must place the results  from
each waste analysis, or the documented
information, in the operating record of
the facility.]
§ 265.280  Closure and poet-closure.
  (a) In the closure plan under § 265.112
and the post-closure plan under
§ 265.118. the owner or opcralor must
address the following objectives and
indicate how they will be achieved:
  (1) Control of the migration of
hazardous waste and hazardous waste
conslituents from the treated area into
the ground water;
  (2} Control of the release of
contaminated run-off from the facility
into surface water;
  (3) Control of the release of airborne
particulate contaminants caused by
wind erosion; and
  (4) Compliance with § 265.276
concerning the growth of food-chain
crops.
  (b) The owner or operator must
consider at least the following factors in
addressing the closure and post-closure
care objectives of paragraph (a) of this
Section;
  (1) Type and amount of hazardous
waste and hazardous waste constituents
applied to the land treatment facility;
  (2) The mobility and the expected rate
of migration of the hazardous waste and
hazardous wasto constituents;
§ 265.231 Special requirements for
Ignltablc or reactive waste.
  Ignitabie or reactive wastes must not
be land treated, unless the waste is
immediately incorporated into the soil
so that (1) the resulting waste, mixture,
or dissolution of material no longer
meets the definition tif ignitable or
reactive waste under §§ 201.21 or 281.23
of this Chapter, and (2) § 205.17(b) is
complied with.

§ 265.282 Special requirements for
Incompatible wastes.
  Incompatible wastes, or incompatible
wastes and materials (see Appendix V
for examples), must not be placed in the
same land treatment area, unless
§ 265.17(b) is complied with.
                                         33

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                                         APPENDIX  A  (Continued)

                             Facility-Specific  Requirements  (Continued)
                              Subpart N—Landfills
                                                Subpart O—Incinerators
§ 265.310  Closure and post-closure.
   (a) The owner or operator must place
a final cover over the landfill, and the
closure plan under § 265.112 must
specify the function and design of the
cover. In the post-closure plan under
§ 265.118, the owner or operator must
include the post-closure care
requirements of paragraph (d) of this
Section.
   (b) In the  closure and post-closure
plans, the owner or operator mast
address the following objectives and
indicate how they will be achieved:
   (1) Control of pollutant migration from
the facility via ground water, surface
water, and air;
   (2) Control of surface water
infiltration,  including prevention of
pooling; and
   (3) Prevention of erosion.
   (c) The owner or operator must
consider at least the following factors in
addressing the  closure and post-closure
care objectives of paragraph (b) of this
Section:
,   (1) Type and  amount of hazardous
wasteland hazardous waste constituents
in the landfill:
   (2) The mobility and the expected rate
of migration of  the hazardous waste and
hazardous waste constituents;
§ 265.314 Special requirements for liquid
waste.
  (a) Bulk or non-containerized liquid
waste or waste containing free liquids
must not be placed in a landfill, unless:
  (1) The landfill has a liner which is
chemically and physically resistant to
the added liquid, and a functioning
leachate collection and removal system
with-a capacity sufficient to remove all
leachate produced; or
  (2) Before disposal, the liquid waste or
waste containing free liquids is treated
or stabilized, chemically or physically
(e.g., by mixing with an absorbent solid),
 so that free liquids are no longer
 present.
   (b) A container holding liquid waste
 or waste containing free liquids must
 not be placed in a landfill, unless:
   (1) The container is designed to hold
 liquids or free liquids for a use other
 than storage,  such as a battery  or
 capacitor; or
   (2) The container is very small, such
 as an ampule.
   (c) The date for compliance with this
 Section is 12 months after the effective
 date of this Part.
§ 265.345  Waste analysis.
  In addition to the waste analyses
required by § 265.13. the owner or
operator must sufficiently analyze any
waste which he has not previously
burned in  his incinerator to enable him
to establish steady state (normal)
operating  conditions (including waste
and auxiliary fuel feed and air flow) and
to determine the type of pollutants
which might be emitted. At a minimum,
the analysis must determine:
  (a) Heating value of the waste;
  (b) Halogen content and sulfur content
in the waste; and
  (c) Concentrations in the waste of
lead and mercury, unless the owner or'
operator has written, documented data
that show that the element is not
present.
[Comment: As required by § 265.73, the
owner or operator must place the results
from each waste analysis, or the
documented information, in the
operating record of the facility.)
 § 265.312 Special requirements for
 Ignitable or reactive waste.
   Ignitable or reactive waste must not
 be placed in a landfill, unless the waste
 is treated, rendered, or mixed before or
 immediately after placement in the
 landfill so that (1) the resulting waste,
 mixture, or dissolution of material no
 longer meets the definition of ignitable
 or reactive  waste under §§ 261.21 or
 261.23 of this Chapter, and (2) § 265.17(b)
 is complied with.

 §265.313 Special requirements for
 Incompatible wastes.
   Incompatible wastes, or incompatible
 wastes and materials, (see Appendix V
 for examples) must not be placed in the
 same landfill cell, unless § 265.17(b) is
 complied with.
                                                         34

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                                       APPENDIX A (Concluded)

                           Facility-Specific Requirements  (Concluded)
   Subpart P—Thermal Treatment
                        Subpart Q—Chemical, Physical, and
                        Biological Treatment
§265.375  Waste analysis.
  In addition to the waste analyses
required by § 265.13, the owner or
operator must sufficiently analyze any
waste which he has not previously
treated in his thermal process to enable
him to establish steady state (normal) or
other appropriate (for a non-continuous
process) operating conditions (including
waste and auxiliary fuel feed) and to
determine the type of pollutants which
might be  emitted. At a minimum, the
analysis must determine:
  (a) Heating value of the waste;
  (b) Halogen content and sulfur content
in the was e; and
  (c) Concentrations in the waste of
lead and mercury, unless the owner or
operator  has written, documented data
that show that the element is not
present.
(Comment: As required by § 265.73, the
owner or operator must place the results
from each waste analysis, or the
documented information, in the
operating record of the facility.]
§ 265.402  Waste analysis and trial tests.
  (a) In addition to the waste analysis
required by § 265.13, whenever:
  (1) A hazardous waste which is
substantially different from waste
previously treated in a treatment
process or equipment at the facility is to
be treated in that process or equipment,
or
  (2) A substantially different process
than any previously used at the facility
is to be used to chemically treat   .
hazardous waste;
the owner or operator must, before
treating the different waste or using the
different process or equipment:
  (i) Conduct waste analyses and trial
treatment tests (e.g., bench scale or pilot
plant scale tests); or
  (ii) Obtain written, documented
information on similar treatment of
similar waste under similar operating
conditions;
to show that this proposed treatment
will meet all applicable requirements of
§ 205.401 (a) and (b).
[Comment: As required by § 265.13. the
waste analysis plan must include
analyses needed to comply with
§§ 265.405 and 265.406. As required by
§ 265.73, the owner or operator must
place the results from each waste
analysis and trial test, or the
documented information, in the
operating record of the facility.]
§ 265.406  Special requirements for
Incompatible wastes.
  (a) Incompatible wastes, or
incompatible wastes and materials, (see
Appendix V for examples) must not be
placed in the same treatment process or
equipment, unless § 265.17(b) is
complied with.
  (b) Hazardous waste must not be
placed in unwashed treatment
equipment which previously held an
incompatible waste or material, unless
§ 265.17(b) is complied with.
                                           § 265.405  Special requirements for
                                           Ignltable or reactive waste.
                                             (a) Ignitable or.reactive waste must
                                           not be placed in a treatment process or
                                           equipment unless:
                                             (1) The waste is treated, rendered, or
                                           mixed before or immediately after
                                           placement in the treatment process or
                                           equipment so that (i) the resulting waste,
                                           mixture, or dissolution of material no
                                           longer meets the definition of ignitable
                                           or reactive waste under § 261.21 or
                                           261.23 or this Chapter, and (ii)
                                           § 265.17(b) is complied with; or (2) The
                                           waste is treated in such a way that it is
                                           protected from any material or
                                           conditions which may cause the waste
                                           to ignite or react.
                                                   35

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                  B. PLANS AND RECORDKEEPING




                 CHAPTER 2--CONTINGENCY PLANS




                         Part 265,  Subpart D




1.0  INTRODUCTION




     Section 3004(5) of the Resource Conservation and Recovery Act




(RCRA),  42 USC 6924(5), requires the Environmental Protection Agency




to establish regulations concerning contingency plans.  Each owner




or operator of a waste management  facility must have a  contingency




plan designed to minimize hazards  to human health and the  environ-




ment from fires, explosions, or any unplanned  sudden or non-sudden




release of hazardous waste or waste constituents  to air, soil, or




surface water.  Accordingly, "Contingency Plan and Emergency




Procedures" regulations were promulgated on May 19, 1980 as Subpart D




of 40 CFR 264 and 40 CFR 265.   These regulations  become effective




six months after promulgation,  or  November 19, 1980.  Subpart D of




Part 264 applies to all facilities issued an operating  permit under




those regulations while Subpart D  of Part 265  applies to all existing




facilities during the interim status period.   Text of the  regulations




is given in Appendix A.




     Each facility must have a contingency plan by November 19, 1980.



EPA will review a facility's contingency plan  in  two circumstances:




when it is submitted with Part B of the permit application, and




when the facility is inspected during interim  status.   Such an




inspection may be triggered by a report of an  emergency incident under




§265.56(j).  If the plan is found  to be deficient, EPA  may take




enforcement action for failure to  comply with  interim status standards




or may require the plan to be upgraded to correct any deficiencies.
                                 37

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(The regulations also require the owner or operator to review and




amend the plan when it fails in an emergency.)




     This chapter is intended to provide guidance to EPA regional




personnel responsible for reviewing contingency plans for hazardous




waste management facilities.  Accordingly, in the following sections




the purpose and implementation of the plan are discussed as are plan




content and organization.  Administrative requirements are reviewed




and the relationship to Spill Prevention, Control, and Countermeasure




(SPCC) Plans is examined.




     To assist in providing guidance, a number of exhibits have been




developed in the form of suggested outlines or tables.  Other




material is provided in the form of examples which supplement or




clarify important areas of the regulations.




1.1  Key Definitions and Concepts




     A contingency plan is a document which sets out an organized,




planned and coordinated course of action to be followed in case of




a fire, explosion, or release of hazardous waste or its hazardous




constituents which could threaten human health or the environment.




The concept of a contingency plan as provided in this definition is




that of a written document which outlines a course of action to




take in an emergency.  In preparing such a document, care has to




be taken to anticipate the various types of emergencies that could




arise  in waste handling and to plan appropriate responses.  Emergencies
                                 38

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can be caused by sudden (acute) events, as in the case of an explosion




or sudden release, or by non-sudden events, such as the discovery of




a slowly leaking valve.  Both types of incident must be considered.




The contingency plan should include responses to threats both




internal and external to the facility, although the primary




responsibility for workplace health and safety lies with the




Occupational Safety and Health Administration (OSHA) of the Department




of Labor.  OSHA does not have standards specific to hazardous




waste treatment, storage, or disposal operations; however, its




general Industry Standards (29 CFR 1910.1000 et seq.) would apply.




These standards require engineering controls to limit worker




exposure to hazardous and toxic materials to the extent that it




is feasible.  Other requirements include designation of restricted




areas, use of respirators and protective clothing, and medical




surveillance.




     A hazardous waste facility includes all contiguous land and




structures, other appurtenances, and improvements on the land used




for treating, storing, or disposing of hazardous waste.  A facility




may consist of several treatment, storage, or disposal operational




units (e.g., one or more landfills, surface impoundments, or com-




binations of them).




     The facility emergency coordinator is the person designated by




the facility owner or operator to be responsible for coordinating




response and recovery activities at the facility during emergency
                                39

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situations in accordance with the contingency plan.   The regulations




require the coordinator to be identified in the plan by name.  A




facility could have several emergency coordinators,  but one of them




must be present or on-call at all times.  The actions to be taken




by the coordinator following discovery of an emergency are also to




be incorporated into the plan.




     A spill is defined as any unplanned and uncontrolled discharge




or release of hazardous waste onto or into the air,  land, or surface




water.  This definition applies to both solid and liquid waste.




Because spills upon land and water are both dealt with, the scope




of the contingency plan is broader than that of a SPCC plan required




under the Clean Water Act.  The relationship of the contingency plan




to a SPCC plan is discussed in Section 4.0 of this document.




1.2  Emergency Training




     Although the contingency plan provides a plan of action during




and following an emergency situation, training is necessary to ensure




that the correct actions are taken before and during the emergency.




Section 265.16 requires that facility personnel successfully complete




a program of classroom instruction or on-the-job training that




teaches them to perform their duties in a way that ensures the




facility's compliance with the regulations.  The training must




include procedures relevant to the positions in which individuals




are employed so that they are able to respond effectively to




emergencies and are familiar with emergency procedures, emergency
                                40

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equipment, and emergency systems.  Personnel must complete the




training program within six months of the effective date of the regu-




lations (i.e., by 19 May 1981) or within six months after the date




of their employment or assignment to a facility or to a new position




at a facility, whichever is later.  Facility personnel must take




part in an annual review of the initial training.




     In addition to the training given to all personnel, the




designated emergency coordinator and the alternate coordinators




should receive specialized training for this role.  This should




include information on the duties required of the emergency coordina-




tor, administration of the contingency plan, and potential toxic




effects of the wastes.  The emergency coordinator is required to




make important decisions at the time of an emergency, and he must




know in advance what the role entails.




     A crew of employees should be specially trained to assist the




emergency coordinator.  They would be required to deal with the




situation, as opposed to regular personnel who would evacuate an




area rather than assist in the fire-fighting, for instance.  The



emergency crew would carry out the clean-up procedures.  It should




be constituted so that it is complete on each shift.
                                41

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2.0  ELEMENTS OF THE PLAN

     As described In 40 CFR 265.52,  the contingency plan must detail

the actions facility personnel are to take in the event of a fire,

explosion, or any unplanned sudden or non-sudden release of hazardous

waste or waste constituents to air,  soil,  or surface water at the

facility.  At a minimum, the plan should map out general strategies

to deal with both sudden and non-sudden events.   Such strategies

should involve outlining a series of steps to be taken in response

to an incident and should include decision points where outside

assistance may be required and the circumstances under which evacua-

tion of the facility is advisable (acute incident only).  The

strategies should further identify the equipment and materials to

be used during a response and the safety precautions (e.g., protec-

tive clothing and breathing apparatus) necessary to protect the

health of emergency response personnel.

     Specifically, the plan must contain elements which address the

following:

     •  Designation of facility personnel who are to act as
        primary and alternate emergency coordinators

     •  Emergency procedures to be undertaken by the emergency
        coordinator and the facility owner or operator:

        - Immediately upon discovery of an emergency,

        - During the emergency control phase, and

        - Immediately following attainment of control.

     •  Location, description and capabilities of all emergency
        equipment at the facility


                                42

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Response arrangements agreed to by local and State
public health and safety agencies, as well as private
contractors and health care providers

Facility evacuation procedures, where appropriate.
                        43

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3.0  SUGGESTED CONTINGENCY PLAN CONTENT AND ORGANIZATION




     This chapter considers both plan content and organization.




While the regulations address plan content, they make no mention of




format.  However, because the organization of the plan can be a




factor in determining its utility during an emergency situation, a



suggested format has been developed and is presented in Exhibit 1.




3.1  Facility Identification and General Information




     The first section of the plan is intended to provide pertinent




information concerning the hazardous waste facility in a concise




fashion.  All of the information suggested could be included on a




single sheet or in list form with the exception of the site plan and




the description of treatment, storage and disposal activities.




     The site plan should identify and show the location of all




structures at the facility, and indicate site topography and the




internal and external roadway networks with all site access points




noted.  Adjacent land uses and water bodies within one mile beyond




the property boundary should be identified as well as any pipelines,




sewers or other utilities which might be affected by a fire, explo-




sion, or release.




     The description of the facility operations should be relatively




short but should include information on the types of waste handled,




any State or local limitations on the amounts of these materials,




and the capacities of various waste storage or disposal sites at  the




facility Ce.g.,  impoundments, landfills, or storage tanks).  The
                                44

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                            EXHIBIT 1

                        SUGGESTED OUTLINE

      HAZARDOUS WASTE MANAGEMENT FACILITY CONTINGENCY PLAN


1.  Facility Identification and General Information

    1.  Name of Facility
    2.  Location
    3.  Name, Address, and Telephone Numbers (office and hours)
    4.  Name, Title, Address, and Telephone Number (office and
        hours) of Primary Emergency Coordinator and alternates
    5.  Type of Facility
    6.  Facility Site Plan
    7.  Description of Treatment, Storage and Disposal Activities

2.  Emergency Coordinator(s)

    1.  Primary Coordinator
    2.  Alternate Coordinator(s)
    3.  Emergency Duties and Authority to Commit Facility Resources

3.  Implementation of the Contingency Plan

4.  Emergency Response Procedures

    1.  Notification
    2.  Control and Containment
    3.  Follow-up

5-  Emergency Equipment

    1.  Emergency Equipment Inventory
    2.  Location of Emergency Equipment
    3.  Equipment Capabilities
    4.  Emergency Equipment Available from Other Sources

6.  Coordination Agreements

    1.  Police
    2.  Fire
    3.  Other Emergency Response Units
    4.  Hospital
                               45

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                      EXHIBIT 1 (Concluded)


7.  Evacuation Plan

     1.  When to Evacuate
     2.  Signals to Begin Evacuation
     3.  Primary Evacuation Routes
     4.  Alternate Evacuation Routes

8.  Required Reports

     1.  Notification of Compliance Before Resuming Operations
         Following Incident

     2.  Report on the Incident
                                46

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reason for inclusion of this information is to allow for a quick




estimate of the quantity of hazardous waste potentially involved




in a release, fire, explosion or other incident.




     Essentially all of the above information is  required in order




to complete Part A of a RCRA permit application.   It should be easy




to transfer this information to the contingency plan.




3.2  Emergency Coordinator(s)




     The regulations require the contingency plan to list names,




addresses and phone numbers (office and home) of  all persons quali-




fied to act as emergency coordinator.  Where more than one person




is listed, a primary coordinator must be designated with all others




listed as alternate coordinators in the order in  which they would




assume responsibility.




     This section of the plan should also include the coordinator's




duties and a statement authorizing him to commit  the necessary




resources to carry out the plan.  This could include calling upon




private contractors to provide cleanup services or emergency equip-




ment and, thus, would represent a financial commitment for the




facility's management.



3.3  Implementation of the Contingency Plan




     The decision to implement the contingency plan depends upon




whether or not an imminent or actual incident could threaten human




health or the environment.  The purpose of this section is to provide




guidance to the emergency coordinator in making this decision by




providing decision-making criteria.  Examples are provided in Exhibit 2.





                                47

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                             EXHIBIT 2

         EXAMPLE CONTINGENCY PLAN IMPLEMENTATION CRITERIA


     The Contingency Plan must be implemented if an imminent or

actual incident could threaten the environment or human health.

Spills

     •  The spill could result in release of flammable liquids
        or vapors creating a fire or gas explosion hazard.

     •  The spill could cause the release of toxic liquids  or
        fumes.

     •  The spill can be contained on-site but the potential
        exists for groundwater pollution due to aquifer
        contamination.

     •  The spill cannot be contained on-site resulting in
        off-site soil contamination and/or ground or surface
        water pollution.
Fires
     •  The fire could cause the release of toxic fumes.

     •  If the fire spreads, it could ignite materials at other
        locations at the site or cause heat-induced explosions.

     •  The fire could spread to off-site areas.

     •  Use of water or water and chemical fire suppressent could
        result in contaminated run-off.
Explosions
     •  An Imminent danger exists that an explosion could occur,
        resulting in a safety hazard due to flying fragments
        or shock waves.

     •  An imminent danger exists that an explosion could
        ignite other hazardous waste at the facility.

     •  An imminent danger exists that an explosion could result
        in release of toxic material.

     •  An explosion has occurred,

                                48

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3.4  Emergency Response Procedures

     3.4.1  Actions to be Taken by the Emergency Coordinator

     The emergency coordinator is required to take a series of

actions 1) immediately upon discovery of an emergency,  2)  during

the emergency control phase, and 3) immediately following  attainment

of control.  In the plan, these procedures should be summarized in

list form, an example of which is provided as Exhibit 3.   This list

should also direct the Emergency Coordinator or other personnel to

other portions of the plan for reference to telephone numbers, co-

ordination agreements, and detailed procedures.

     Whether or not the checklist approach is used, the emergency

procedures should be included in the plan.  For this reason, they

are discussed below in the context of their purposes and relationship

to plan content.

     Immediately upon discovery of an imminent or actual emergency,

the emergency coordinator must:

     •  Activate internal facility alarms or communications
        systems to notify all facility personnel

     •  Notify appropriate State or local agencies with
        designated response roles if their help is neeeded

In any imminent or actual emergency situation, the first duty of

the facility emergency coordinator is to warn the operating person-

nel, since they are likely to be the first group exposed to danger.

Secondly, appropriate State or local emergency response agencies

should be called in If, in the judgment of the emergency coordinator,
                                49

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                            EXHIBIT 3

              SAMPLE EMERGENCY PROCEDURES CHECKLIST
IMMEDIATELY UPON DISCOVERY OF AN IMMINENT OR ACTUAL EMERGENCY,
THE EMERGENCY COORDINATOR MUST:

     1.  Active the internal alarm system to notify facility
         personnel.

         - Are all personnel accounted for?
         - Are there any injuries?

     2.  Notify State or local agencies with designated or
         site response roles if their help is needed.

         - Can facility personnel control the emergency?

           * Emergency Response Phone Numbers    Page 	
     3.  Notify EPA On-Scene Coordinator or National Response
         Center of incident.

         * Emergency Response Phone Numbers      Page 	

     4.  Identify character, exact source, amount and
         extent of any released material.

         - Is facility evacuation necessary?

           * Identification of Hazardous Materials  Appendix _
           * Facility Evacuation Plan               Page 	

     5.  Assess hazards to the environment and human health.

     6.  Determine if evacuation of local area is advisable.
         If so, notify local authorities.

         - Will prevailing winds carry toxic fumes toward
           populated areas?
         - Is explosion likely?
                                50

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                      EXHIBIT 3 (Concluded)

DURING THE EMERGENCY CONTROL PHASE, THE EMERGENCY COORDINATOR MUST:

     7.  Take measures to ensure the incident does not recur
         or spread to other hazardous waste at the facility.
         Shut down operations if necessary.

         * Emergency Response Measures    Page 	
     8.  Monitor equipment for leaks, pressure buildup or other
         potential problems if operations are shut down.

FOLLOWING ATTAINMENT OF CONTROL, THE EMERGENCY COORDINATOR MUST:

     9.  Provide for treating, storing or disposing of recovered
         waste, contaminated soil, surface water or other
         material resulting from the discharge.

         * Decontamination and Cleanup     Page	
    10.  Ensure that cleanup procedures are completed and
         emergency equipment is fit for use before resuming
         operations in affected areas.

         * Decontamination and Cleanup     Page	
    11.  Notify EPA, State and local officials before resuming
         operation.

    12.  Submit written report on the incident to EPA's Regional
         Administrator.
                                51

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their assistance is needed to cope with the emergency,  either inside

or outside the facility.

     The type and location of the facility's communication equipment,

where required, must be specified in the plan as well as the response

roles of State and local agencies.  Telephone numbers or other means

of quick communication with these agencies should be presented in a

list for quick reference.

     In the event of a release, fire or explosion, the emergency

coordinator must:

     •  Identify the character, exact source, amount and
        extent of any released materials

     •  Assess possible hazards to the environment and human
        health that may result from the release, fire,  or
        explosion

The regulations state that identification of the discharged material

may be accomplished through observation, review of facility manifests,

and, if necessary, by chemical analysis, although response should

not be delayed until the analysis is complete.  This information is

necessary for an assessment of both direct and indirect effects of

the release, fire, or explosion as required by the regulations.

Examples of these effects include generation of toxic, irritating,

or asphyxiating gases and harm to surface water from water or

chemical agents used to control fire and heat-induced explosions.

     Information on the toxic effects of hazardous waste or the

effects of reaction of this waste with other materials during an

incident could be included as an appendix.  Such information would


                                 52

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clearly help in assessing direct and indirect effects as well as

suggesting the most environmentally sound way of reacting to the

incident.  The emergency coordinator should be familiar with this

information.

     If the release, fire or explosion could threaten the environ-

ment or human health outside the facility, the emergency coordinator

must report his findings as follows:

     •  If his assessment indicates that evacuation of local
        areas may be advisable, he must immediately notify
        appropriate local authorities.  He must be available
        to help appropriate officials decide whether local
        areas should be evacuated.

     •  He must immediately notify either the government
        official designated as the on-scene coordinator for
        that geographical area (in the applicable regional
        contingency plan under 40 CFR Part 1510), or the
        National Response Center (using their 24-hour toll
        free number 800/424-8802).  The report must include:

        - name and telephone number of reporter;

        - name and address of facility;

        - time and type of incident (e.g., discharge, fire);

        - name and quantity of material(s) involved, to
          the extent known;

        - the extent of injuries, if any; and

        - the possible hazards to the environment and human
          health outside the facility.

     During the emergency, the emergency coordinator must take all

reasonable steps necessary to ensure that explosions and release

do not occur, recur, or spread to other hazardous waste at the

facility.  These steps must include, where applicable, stopping


                                 53

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processes and operations,  collecting and containing released waste,

and removing or isolating  containers.  If the facility stops

operations in response to  a fire,  explosion,  or release,  the emergency

coordinator must monitor for leaks,  pressure  buildup,  gas generation,

or ruptures in valves, pipes, or other equipment,  wherever this is

appropriate.

     The specific measures to be taken in the event of a.  fire,  explo-

sion or release should be  indicated  in the plan elements  dealing with

spill control and associated incidents.  Details should be provided

concerning the types of on-site emergency equipment to be used  and

the need for personnel protection.  Examples  of the above are provided

in the sample contingency plan (Appendix B).

     Immediately after an emergency, the emergency coordinator  must:

     •  Provide for treating, storing, or disposing of recovered
        waste, contaminated soil or  surface water, or any other
        material that results from a release, fire or explosion
        at the facility.  The recovered material must be handled
        as a hazardous waste unless  it is analyzed and determined
        not to be, using the procedures specified in 40 CFR 261,
        Subpart C.

     •  Ensure that in the affected  area(s) of the facility:

        - no waste that may be incompatible with the released
          material is treated, stored, or disposed of until
          cleanup procedures are completed; and

        - all emergency equipment listed in the contingency
          plan is cleaned and fit for  its intended use before
          operations are resumed.
                                 54

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     .It is suggested that cleanup procedures be included as part of

the spill control element or plan elements dealing with fires,  explo-

sions or other discharges.  This section of the plan should specify

methods to be used for treating, storing or disposing of recovered

waste, contaminated soil or surface water, or other materials that

result from a hazardous waste incident.  Examples of such measures

are provided in Appendix B in the sample contingency plan.  Where

there is a possibility that recovered waste or contaminated materials

will require off-site treatment or disposal, facilities available to

provide such services should be identified.

     3.4.2  Level of Response

     The appropriate level of response to a particular incident is

largely a matter of professional judgment.  However, the full range

of response methods to be employed in a variety of potential situa-

tions, as well as the equipment to be used and the potential need to

call upon ouside organizations to provide assistance, can be anticipated

and, thus, should be outlined as emergency response procedures.  The

level of detail appropriate for these response procedures is dependent

upon a number of factors including:

     •  The type of waste handling employed and the necessity
        of suspending operation or diverting waste flows during
        the emergency.

     •  The potential for fires, explosions, or releases to
        spread to other hazardous waste at the facility.

     •  The immediate health and safety effect of the incident
        upon facility personnel.

     •  The potential hazard to the outside environment and
        public health.

                                55

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Where the potential hazard presented by an incident is low and reme-

dial measures are readily implemented the procedures can be simply

and briefly discussed.  Two simplified examples,  one for a landfill

or drum storage fire and the other for a tank, surface impoundment

or basin spill, are presented as Exhibits 4 and 5.   The emergency

response procedures listed in a typical contingency plan would detail

control techniques for the types of waste likely to be involved.

3.5  Emergency Equipment

     Section 265.52(e) of the regulations specifies that the plan

include a list of all equipment at the facility.   In addition, the

location of this equipment is to be noted and a physical description

of each item on the list is to be provided along with a brief outline

of equipment capabilities.  Emergency equipment will vary from

facility to facility, but must include the following unless none of

the hazards posed by waste handled at the facility could require the

equipment's use:

     •  An internal communications or alarm system capable of pro-
        viding immediate emergency instruction (voice or signal)
        to facility personnel.

     •  A device capable of summoning external emergency assistance
        from local police departments, fire departments, or state
        or local emergency response teams, such as a telephone
        (immediately available at the scene of operations) or a
        hand-held two-way radio.

     •  Portable fire extinguishers, fire control equipment (includ-
        ing special extinguishing equipment, such as that using
        foam, inert gas, or dry chemicals), spill control equipment
        (oil booms, skimming equipment, sorbent materials) and
        decontamination equipment (solvent soaps, oil baths).
                                  56

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                              EXHIBIT 4

                    EMERGENCY RESPONSE PROCEDURES

                LANDFILL OR OUTSIDE DRUM STORAGE FIRE
 1.  Determine what is on fire by location,  drum label,  inventory,
     log or other means.

 2.  Determine if persons are endangered by  the fire or  if  the fire
     could spread to other wastes.

 3.  Evacuate all endangered persons.   In case of release of  toxic
     gases or where there is potential for explosion,  determine if
     off-site evacuation is advisable.

 4.  Define the limits of the fire.   Estimate the potential dangers
     due to location with respect to other wastes in the immediate
     vicinity.  Call the local fire  department if they may  be needed.

 5.  Determine the best and safest approach  to the fire  taking into
     consideration not only the type of fire but also the direction
     of flame, spread, the wind direction, the potential dangers and
     any physical limitations.

 6.  Fire fighting personnel are to  wear full protective clothing
     and breathing apparatus as is appropriate.

 7.  Firefighting should be done at  a maximum allowable  distance
     staying upwind and from a protected location, if possible.

 8.  All fires shall be dealt with using fog protection  (i.e., water
     spray).  Small fires such as a  single barrel fire can  be approached
     with portable extinguishers, dirt or sand to extinguish  flames
     by smothering.

 9.  All large fires will require fog line protection with  approaches
     made behind heavy equipment (e.g., front end loader) to  smother
     fire and protect personnel.

10.  Extra caution is to be taken with containerized material fires
     for signs of rupture or explosion due to heat releasing  hot
     liquids, flammable vapors or poisonous  gases.

11.  After fire, clean up affected areas. Runoff from water  used in
     firefighting should be treated  as a hazardous waste and  disposed
     of properly.

12.  Clean up all fire fighting equipment and return it  to  its original
     location in a state of readiness.

                                 57

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                             EXHIBIT  5

                  EMERGENCY RESPONSE  PROCEDURES:

                TANK OR SURFACE IMPOUNDMENT SPILLS
1.  Determine source of spill and stop all flows  to the tank or
    impoundment involved.

2.  Identify the waste material spilled and determine the hazards
    involved in terms of potential for fire, hazardous gas release,
    corrosion, explosion and water pollution.

3.  Evacuate all endangered or unnecessary personnel.   In case of
    the release of toxic or flammable gases, determine if off-site
    evacuation is advisable.  Remove nearby wastes  that may be
    incompatible with the spilled material.

4.  All spill response personnel are to wear protective equipment
    including respirators and are to stay upwind  of the spill to
    the extent that is is possible.

5.  Contain the spill to the smallest area possible.  Examples of
    equipment available for spill containment are sawdust, shovels,
    and bulldozers.

6.  After the spill is contained, treat the spill with neutralizing
    agents to lessen risks of fire, corrosion, explosion or other
    hazards.  Apply non-reactive sorbent materials.

7.  If spilt material reaches a water body, apply measures outlined
    in Spill Prevention, Control and Countermeasures Plan.

8.  Decontaminate area affected by spill by removal of spilled and
    sorbent materials and contaminated soil.

9.  Clean up, restore or replace spill response equipment, and
    returns it to its original location.
                                 58

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     •  Water at adequate volume and pressure to supply water hose
        streams, foam producing equipment, automatic sprinklers,
        or water spray systems.

     One way to satisfy the requirement to .specify equipment would

be to provide a site plan (i.e., map) of the facility on which equip-

ment locations and types are clearly noted as shown in Appendix B.

3.6  Coordination Agreements

     Section 265.52(c) requires that the plan describe emergency

assistance arrangements agreed to by local police and fire departments,

emergency response teams, hospitals, and service and equipment con-

tractors.  These should detail what assistance is given and by whom.

As outlined in Section 265.37, these agreements must include:

     •  Arrangements to familiarize police, fire departments,
        and emergency response teams with the layout of the
        facility, properties of hazardous waste handled at the
        facility and associated hazards, places where facility
        personnel would normally be working, entrances to roads
        inside the facility, and possible evacuation routes.

     •  Where more than one police and fire deparment might
        respond to an emergency, agreements designating primary
        emergency authority to a specific police and a specific
        fire department, and agreements with any others to pro-
        vide support to the primary emergency authority.

     •  Agreements with state emergency response teams, emergency
        response contractors, and equipment suppliers.

     •  Arrangements to familiarize local hospitals with the
        properties of hazardous waste handled at the facility
        and the types of injuries or illnesses which could result
        from fires, explosions, or releases at the facility.

The number and extent of these arrangements are conditioned by the

type of waste handled at the facility and the potential need for

these services  as  well as the  willingness  and ability to  state and

local authorities  to  provide assistance.


                                 59

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     Where either state or local authorities decline to enter into

such arrangements, the owner or operator is required to document the

refusal in writing and place the documentation in the operating record.

3.7  Evacuation Plan

     The facility personnel evacuation plan is to be an element of

the contingency plan and is required to describe the signal(s) to be

used to begin evacuation, evacuation routes, and alternate evacuation

routes.  Where no possibility exists that facility evacuation could

ever be necessary, this plan element may be omitted.  However, where

it is included, it is suggested that criteria be listed upon which

an evacuation decision could be based, as shown in Exhibit 6.

3.8  Required Reports

     Within 15 days after an incident requiring implementation of the

contingency plan, the owner or operator of the facility must submit a

written report on the incident to the EPA Regional Administrator.

The report must include:

     •  Name, address, and telephone number of the owner or operator

     •  Name, address, and telephone number of the facility

     •  Date, time, and type of incident (e.g., fire, explosion)

     •  Name and quantity of material(s) involved

     •  The extent of injuries, if any

     •  An assessment of actual or potential hazards to human health
        or the environment, where this is applicable

     •  Estimated quantity and disposition of recovered material that
        resulted from the incident.
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                             EXHIBIT 6

               EXAMPLE FACILITY EVACUATION CRITERIA


     In the event that a hazardous waste incident would pose an

imminent threat to personnel health, life or safety, the Emergency

Coordinator will evacuate the facility or portions of the facility

most directly affected by the incident.  If evacuation is called for,

the Emergency Coordinator will advise local public safety agencies

of the potential threat to persons residing in the vicinity of the

facility.

     Situations which would warrant partial or complete evacuation

of the facility are as follows:

     •  Explosions resulting in airborne debris including
        container fragments and hazardous waste.

        -  minimum safe distance from flying fragments is
           2000 feet.

     •  Spills or chemical reactions resulting in highly toxic
        -  evacuate all personnel not equipped with appropriate
           protective gear and breathing devices.

        -  suggest evacuation of persons living downwind of
           the facility.

     •  Fire when it cannot be contained and is spreading to
        other parts of the facility; or when fire could
        generate highly toxic fumes.

        -  evacuate immediate area; if potential exists for
           heat induced explosions evacuate area 2000 feet
           in all directions from the fire.

     •  All incidents where necessary protective equipment is
        not available to emergency response personnel.
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4.0  RELATIONSHIP OF SPCC AND CONTINGENCY PLANS




4.1  Comparison of Approaches




     Any hazardous waste facility which,  due to its location,  could




reasonably be expected to discharge oil of any kind or form into




navigable waters or adjoining shoreline is required to have a  Spill




Prevention, Control and Countermeasure (SPCC)  Plan.  General guide-




lines for preparing an SPCC plan are provided in 40 CFR Part 112.




These same facilities, operating under interim status, are also




required to have a contingency plan in accordance with 40 CFR  Part




265 as discussed in this document.




     During the comment period on the RCRA regulations, it was




suggested that the SPCC plan could serve as a substitute for the




contingency plan.  This suggestion was considered and rejected




because of differences in the objectives and orientations of the




plans.  The principal objective of the SPCC plan is the prevention




of surface water pollution resulting from the discharge of oil into




navigable waters of the United States.  This is a much more narrow




focus than that of the RCRA contingency plan, which considers  the




discharge of all hazardous waste not only into surface waters  but




also upon the land, into the air, and into ground waters.




     The orientations of the plans differ in that the SPCC plan




places emphasis on spill prevention.  Measures to be included  in




the plan call for inspection, testing and preventive maintenance




programs for storage and transfer equipment.  While incident







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prevention is also an objective of the RCRA regulations (40 CFR 265,




Subpart C), it is not an element of the contingency plan,  which is




exclusively oriented to incident response.  Therefore, only the




emergency response elements of the SPCC Plan overlap the RCRA




Contingency Plan.




4.2  Amendment of SPCC Plans




     The RCRA regulations [40 CFR 265.52(b)] provide for the




merging of the contingency plan with an existing SPCC plan through




amendment of the latter.  Where other types of emergency plans




exist, these also may be amended through the addition of hazardous




waste material handling provisions.  Where the owner or operator




chooses the options of merging these plans, all contingency plan




requirements contained in the regulations must be met.
                                63

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5.0  SUGGESTED REFERENCE MATERIAL

     The following references provide background information on

hazardous materials and contingency planning.
Maryland State Water Resources Administration.   1977.   Maryland
State Oil Spill Contingency Plan, 2nd edition.   Annapolis,  Maryland.

National Fire Protection Association.  1977.  Flammable and
Combustible Liquid Code 1977.  Boston, Massachusetts.

National Fire Protection Association.  1978.  Fire Protection Guide
on Hazardous Materials.  7th edition.  Boston,  Massachusetts.

Rice University et al.  Oil Spill Prevention, Control and Counter-
measure Plan Review.  Washington, D.C., Environmental Protection
Agency.

U.S. Department of Transportation.  1978.  Emergency Action Guide
for Selected Hazardous Materials.  Washington,  D.C.

Zayic, J.B. and W.A. Himmelman.  1978.  Highly Hazardous Material
Spills and Emergency Planning.  New York, Marcel Dekker, Inc., 1978.
                                 64

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                                 APPENDIX  A
                     INTERIM STATUS  STANDARDS FOR

            CONTINGENCY PLAN  AND EMERGENCY  PROCEDURES
Subpart O—Contingency-Plan and
Emergency Procedures

§265.50 Applicability.
  The regulations in this Subpart apply
to owners and operators of all
hazardous waste facilities, except as
! 265.1 provides otherwise.

$ 265.51 Purpose and Implementation of
contingency plan.
 •(a) Each owner or operator must have
a contingency plan for his facility. The
contingency plan must be designed to
minimize hazards to human health or
the environment from fires, explosions,.
or any unplanned sudden or non-sudden
release of hazardous waste or
hazardous waste constituents to air,
soil, or surface water.
  (b) The provisions of the plan must be
carried out immediately whenever there
is a fire, explosion, or release of
hazardous waste or hazardous waste
constituents which could threaten
human health or the environment.

§ 265.52 Content of contingency plan.
  (a) The contingency plan must
describe the actions facility personnel
must take to comply with f § 265.51 and
265.56 in response to fires, explosions, or
any unplanned sudden or non-sudden
release of hazardous waste or
hazardous waste constituents to air,
soil, or surface water at the facility.
  (b) If the owner or operator has
already prepared a Spill Prevention,
Control, and Countermeasures (SPCC)
Plan in accordance with Part 112 or Part
151 of this Chapter, or some other
emergency or contingency plan, he need
only amend that plan to incorporate
hazardous waste management
provisions that are sufficient to comply
with the requirements of this Part.
  (c) The plan must describe
arrangements agreed to by local police
 departments, fire departments,
 hospitals, contractors, and State and
 local emergency response teams to
 coordinate emergency services, pursuant
 to 8265.37.
   (d) The plan must list names,
 addresses, and phone numbers (office
 and home) of all persons qualified to act
 as emergency coordinator (see S 265.55),
 and this list must be kept up to date.
 Where more than one person is listed,
 one must be named as primary
 emergency coordinator and others must
 be listed in the  order in which they will
 assume responsibility as alternates.
  (e) The plan must include a list of all
 emergency equipment at the facility
 (such as fire extinguishing systems, spill
 control equipment, communications and
 alarm systems (internal and external),
 and decontamination equipment), where
 this equipment is required. This list must
 be kept up to date. In addition, the plan
 must include the location and a physical
 description of each item on the list, and
 a brief outline of its capabilities.
  (f) The plan must include an
 evacuation plan for facility personnel
 where there is a possibility that
'evacuation could be necessary. This
 plan must describe signal(s) to be used
 to begin evacuation, evacuation routes,
 and alternate evacuation routes (in
 cases where the primary routes could be
 blocked by releases of hazardous waste
 or fires).

 § 265.53  Copies of contingency plan.
  A cppy of the contingency plan and all
 revisions to the plan must be:
  (a) Maintained at the facility; and
  (b) Submitted to all local police
 departments, fire departments,
 hospitals, and State and local
 emergency response teams that may be
 called upon to provide emergency
 services.

 §26534  Amendment of contingency plan.
  The contingency plan must be
 reviewed, and immediately amended, if
 necessary, whenever:
   (a) Applicable regulations are revised;
   (b) The plan fails in an emergency;
   (c) The facility changes—in its design,
 construction, operation, maintenance, or
 other circumstances—in a way that
 materially increases the potential for
 fires, explosions, or releases of
 hazardous waste or hazardous waste
 constituents, or changes the response
 necessary in an emergency;
   (d) The list of emergency coordinators
 changes, or
   (e) The list of emergency equipment
 changes.
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§ 265.55 Emergency coordinator.
  At aR times, there must be at least one
employee either on the facility premises
or on call (i.e., available to respond to
an emergency by reaching the facility
within a short period of time) with the
responsibility for coordinating all
emergency response measures. This
emergency coordinator must be
thoroughly familiar with all aspects of
the facility's contingency plan, all
operations and activities at the facility,
the location and characteristics of waste.
handled, the location of all records
within the facility, and the facility
layout. In addition, this person must
have the authority to commit the
resources needed to carry out the
contingency plan.
[Comment: The emergency coordinator's
responsibilities are more fully spelled
out in S 265.56. Applicable
responsibilities for the emergency
coordinator vary, depending on factors
such as type and variety of waste(s)
handled by the facility, and type and
complexity of the facility.]

{ 265.56 Emergency procedures.
  (a) Whenever there is an imminent or
actual emergency situation, the
emergency coordinator (or his designee
when the emergency coordinator is on
call) must immediately:
  (1) Activate internal facility alarms or
communication systems, where
applicable, to notify all facility
personnel; and
  (2) Notify appropriate State or local
agencies with designated response roles
if their help is needed.
  (b) Whenever there is a release, fire,
or explosion, the emergency coordinator
must immediately identify the character,
exact source, amount, and a real extent
of any released materials. He may do
this by observation or review of facility
records or manifests and, if necessary,
by chemical analysis.
  (c) Concurrently, the emergency
coordinator must assess possible
hazards to human health  or the
environment that may result from the
release, fire, or explosion. This
assessment must  consider both direct
and indirect effects of the release, fire,
or explosion (e.g., the effects of any
toxic, irritating, or asphyxiating gases
that are generated, or the effects of any
hazardous surface water  run-offs from
water or chemical agents used to control
fire and heat-induced explosions).
  (d) If the emergency coordinator
determines that the facility has had a
release, fire, "or explosion which could
threaten human health, or the
environment, outside the facilit;, he
must report his findings as follows:
   (1) If his assessment indicates that
 evacuation of local areas may be
 advisable, he must immediately notify
 appropriate local authorities. He must
 be available to help appropriate officials
 decide  whether local areas-should be
 evacuated; and
   (2) He must immediately notify either
 the government official designated as
 the on-scene coordinator for that
 geographical area (in the applicable
 regional contingency plan under Part
 1510 of this Title), or the National
 Response Center (using their 24-hour toll
 free number 800/424-8802). The report
 must include:
   (i) Name and telephone number of
 reporter;
   (ii) Name and address of facility;
   (iii) Tune and type of incident (e.g.,
 release, fire);
   (iv) Name and quantity of material(s)
 involved, to the extent known;
   (v) The extent of injuries, if any; and
   (vi) The possible hazards to human
 health, or the environment, outside the
 facility.
   (e) During an emergency, the
 emergency coordinator must take all
 reasonable measures necessary to
 ensure that fires, explosions, and
 releases flo not occur, recur, or spread to
 other hazardous waste at the facility.
 These measures must include, where
 applicable, stopping processes and
 operations, collecting and containing
 released waste, and removing or
 isolating containers.
   (f) If the facility stops operations in
 response to a fire, explosion or release,
 the emergency coordinator must monitor
 for leaks, pressure buildup, gas
 generation, or ruptures in valves, pipes,
 or other equipment,  wherever this is
 appropriate.
   (g) Immediately after an emergency,
 the emergency coordinator must provide
 for treating, storing, or disposing of
 recovered waste, contaminated soil or
 surface water, or any other material that
 results from a release, fire, or explosion
 at the facility.
                                            66

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[Comment: Unless the owner or operator
can demonstrate, in accordance with
§ 261.3(c) or (d) of this Chapter, that the
recovered material is not a hazardous
waste, the owner or operator becomes a
generator of hazardous waste and must
manage it in accordance with all
applicable requirements of Parts 282,
263, and 265 of this Chapter.]
  (h) The emergency coordinator must
ensure that, in the affected area(s) of the
facility:
  (1) No waste that may be  '
incompatible with the released material
is treated, stored, or disposed of until
cleanup procedures are completed; and
  (2) All emergency equipment listed hi
the contingency plan is cleaned and fit
for its intended use before operations
are resumed.
  (i) The owner or operator must notify
the Regional Administrator,  and
appropriate State and local authorities,
that the facility is in compliance with
paragraph (h) of this Section before
operations are resumed in the affected
area(s) of the facility.
  fj) The owner or operator must note in
the operating record the time, date, and
details of any incident that requires
implementing the contingency plan.
Within IS days after the incident he
must submit a written report on the
incident to the Regional Administrator.
The report must include:
  (1) Name, address, and telephone
number of the owner or operator,
  (2) Name, address, and telephone
number of the facility,
  (3) Date, time, and type of Incident
(e.g., fire, explosion);
  (4) Name and quantity of materials)
involved;
  (5) The extent of injuries, if any;
  (6) An assessment of actual or
potential hazards to human health or the
environment where this is applicable;
and
  (7] Estimated quantity and disposition
of recovered material that resulted from
the incident
                                        67

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                            APPENDIX B

              CLEAN ENVIRONS HAZARDOUS WASTE FACILITY
                         CONTINGENCY PLAN


     This contingency plan is submitted in compliance with 40 CFR 265.

It contains eight parts:

     1.  General information

     2.  Emergency coordinators

     3.  Implementation of the contingency plan

     4.  Emergency response procedures

     5.  Emergency equipment

     6.  Coordination agreements

     7.  Evacuation plan

     8.  Required reports

1.  General Information

     •  Name:  Clean Environs Hazardous Waste Facility

     •  Location:  1984 Dismal Boulevard, Nature Valley, NJ  08265.

     •  Operator:  Dan N. Dearthy, 123 Tobacco Road, Nature Valley,
                   NJ 08265.  Tel. (201) 265-5000 (office), (201)
                   265-1234 (home).

     •  Emergency Coordinators:

        - Fred Gordon, 456 Contingency Lane, Nature Valley, NJ
          08265, Tel. (201) 265-5000 (office), (201) 265-1234
          (home)

        - John Daire, 789 Evacuation Route, Nature Valley, NJ
          08265, Tel. (201) 265-5000 (office), (201) 265-1234,
          (home)

     •  Type of facility:  depot for collection, treatment, and
                           disposal of cyanide wastes from electro-
                           plating shops
                                68

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     •  Facility site plan:   see diagram on next page

     •  Description of activities (see permit application for
        more detailed description):

        - wastewater containing cyanides is collected once a
          week by tank truck from approximately 20 electro-
          plating shops and  transferred to one of three 25,000
          gallon storage tanks, depending on concentration

        - the wastes are treated with sodium hydroxide and
          chlorine gas

        - the treated wastes (sodium cyanate, bicarbonate, and
          chloride) are stored in the containment pond and
          discharged gradually to the Lost River when flow
          conditions are suitable.

2.   Emer gency Coordinators

     •  Principal:  Fred Gordon, 456 Contingency Lane, Nature
                    Valley,  NJ 08265, Tel. 265-5000 (office),
                    265-1234 (home)

     •  Alternate:  John Daire, 789  Evacuation Route, Nature
                    Valley,  NJ 08265, Tel. 265-5000 (office),
                    265-1234 (home)

     •  The emergency coordinators can deputize other employees
        to assist them in the event  of an emergency.

     •  The emergency coordinator serves as chief of  the emer-
        gency crew, which is complete on each operating shift.
        These personnel have received intensive additional
        emergency training above regular plant emergency training.

     •  One of the coordinators is always "on call",  i.e., can
        be reached by telephone or a radio "beeper".

3.   Implementation of the Contingency Plan

     The contingency plan will be implemented if an incident might

threaten human health or the environment.  The emergency coordinator

has full authority to make this decision.  Depending  upon the degree

of seriousness, the following potential emergencies might call for

the implementation of the contingency plan:

                                69

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MOGUL
PETROLEUM
GASOLINE
STORAGE
DEPOT
                                           Administration
                                           Building
                                              *o
PITY HOSPITAL
   AND
NURSING HOME
                                DISMAL BOULEVARD
                                                              * -  telephone
                                                              o -  alarm box
                                                              6 •  fire hydrant
                                        FIGURE 1
                                     SITE PLAN FOR

                     CLEAN ENVIRONS HAZARDOUS  WASTE  FACILITY
                                              70

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   .  •  Overturning of tank truck carrying electroplating
        waste and spillage of the waste on public roadway

     •  On-site spillage of electroplating waste during
        transfer, storage, or treatment

     •  Formation and release of hydrogen cyanide gas

     •  Spillage of sodium hydroxide solution or release of
        chlorine gas.

4.  Emergency Response Procedures

     •  Notification

        - Any employee discovering a fire or hazardous release
          that is not readily controllable with equipment and
          materials at hand must activate the emergency alarm
          system and contact the emergency coordinator and the
          Nature Valley Fire Department.

        - All employees hearing the alarm must close down and
          secure their equipment and proceed immediately to
          the administration building to await further instructions
          from the emergency coordinator.

        - The emergency coordinator will assess the situation
          and notify the appropriate parties identified in
          Section 6.

        - The emergency coordinator will call the National
          Response Center (800-424-8802)  and report the incident.
          The report will include the following:

          * name and telephone number of the reporter

          * name and address of this facility

          * time and type of incident (e.g., spill occured
            at 3:30 pm)

          * identification and quantity of materials involved (e.g.
            50 gallons of electroplating waste in tank area)

          * the extent of injuries (e.g.,  no injuries)

          * the possible hazards to the environment and human
            health outside the facility (e.g., possible con-
            tamination of ground water)

                                 71

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   - The emergency coordinator or one of  his deputies
     will conduct a roll call for all employees who have
     signed in to determine whether any employees are
     trapped in the affected area.

•  Containment and Control

   - The emergency coordinator will take all necessary
     measures to contain the hazard within the depot
     and to prevent its spread to other nearby facilities,
     with the assistance of emergency personnel assigned
     by the various parties contacted.

   - In case of a spill, absorbant material will be placed
     on the spill.  The small bulldozer will be used for
     scraping the contaminated soil, which will be con-
     sidered to be hazardous waste unless analysis shows
     otherwise.

   - In case of a release of cyanide or chlorine gas, the
     alarm system will sound two short blasts.  Operators
     must carry gas masks on their persons at all times
     while in the treatment plant.  Additional gas masks
     are available in the guard shack, administration building,
     machine shop, and equipment shop. . The facility will
     be evacuated.

   - The emergency coordinator will employ one or more of
     the following measures to ensure maximum protection
     of the safety and health of employees and nearby resi-
     dents:  use of appropriate protection equipment, dismiss
     all nonessential personnel, and advise the Mayor of
     Nature Valley on the desirability of evacuating certain
     sections of the town.

•  Followup Actions

   - Following containment and control of the emergency,
     the emergency coordinator will provide for collection,
     treatment, and disposal of the waste and contaminated
     soil, water, or other materials by the emergency crew
     or outside contractor, as appropriate.

   - The emergency coordinator will ensure that all emer-
     gency equipment is restored to full operational status
     by the emergency crew.

   - The emergency coordinator, assisted by two other
     qualified persons, will investigate the cause of
     the emergency and will take steps to prevent a
     recurrence of such or similar incidents.

                             72

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        - The emergency coordinator will make sure that the
          cause of the emergency has been eliminated  and that
          cleanup and restoration have progressed at  least
          to the point of not jeopardising the health and safety
          of the employees,  and that EPA, state,  and  local
          authorities have been notified, before  permitting
          resumption of the operations affected by the emergency.

5.  Emergency Equipment

     •  Each working area is equipped with a chemical fire
        extinguisher, a supply of spill absorbing material,
        and a shower and eye fountain to wash off personal
        spills.

     •  The facility is equipped with six fire hydrants with
        special hoses and nozzles to permit washing down of
        small spills.

     •  A small bulldozer is available for maintaining the
        waste pond and for removing soil contaminated by a
        hazardous waste spill.
     •   The storage shed  contains  a large supply  of absorbent
        material,  shovels, and other cleanup  equipment.

     •   The administration building houses a  small first
        aid station as well  as breathing  apparatus (e.g.,  Scott
        Air Packs)  and protective  clothing.

     •   A safe container  in  the guard shack holds an  inventory,
        updated at  the end of  each working day, of the  contents
        of all storage and processing tanks and ponds,  as  well
        as a copy  of this contingency plan.

     •   The facility is equipped with an  alarm  system that can
        be activated from and  is audible  in each working area,
        as is indicated on the site diagram.

     •   The telephone numbers  of the principal  and alternate
        emergency  coordinators,  the Nature Valley Fire  and
        Police Departments and the ambulance  unit at  Pity
        Hospital,  are displayed prominently near all  the
        telephones  shown  on  the site diagram.

     •   Each tank  truck is equipped with  a two-way radio
        that keeps  the driver  in contact  with the dispatcher
        in the administration  building to alert the authorities
        promptly of  any mishaps.

                                73

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     •  The Mogul Petroleum depot  across Swamp Road has a  small
        fire truck that would  be available to combat a small
        fire at the facility.

     •  The Nature Valley Fire Department, five miles east on
        Dismal Boulevard, has  two  fire-fighting trucks and
        can call on additional apparatus from the neighboring
        town of Golden Meadow.

     •  The Pity Hospital, next door,  has two ambulances,  one
        of which is maintained in  good working order.

6.  Coordination Agreements

     •  Nature Valley Fire Department  (Tel.  265-3456):

        - the NVFD has received a  copy of the contingency  plan

        - the NVFD will  inspect the facility twice  a year  and
          will check out emergency equipment

        - the NVFD personnel have  received a special briefing
          on handling of  cyanide waste spills

        - the NVFD has identified  sources of additional support
          for emergencies beyond its own capabilities.

     •  Nature Valley Police Department (Tel. 265-7890):

        - the NVPD has received a  copy of the contingency plan

        - the NVPD personnel have  received a special briefing
          on the hazards  of cyanide waste spills and have worked
          out evacuation  routes and procedures.

     •  Pity Hospital (Tel. 265-5678)*:

        - Pity Hospital personnel  have received a special
          briefing on the health hazards of cyanide waste
          and on treatment for exposure

      *Pity Hospital has  also  filled action with the Board of
       Zoning Appeals to  revoke Clean  Environs' special operating
       permit as a hazard to the safety of their patients.
                                74

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     •  Nature Valley Mayor's Office (Tel.  265-1234):

        - the Mayor or his deputy will decide on whether and
          when to evacuate residents from neighboring  sections
          of town.

     •  Mogul Petroleum Depot (Tel.  265-9012):

        - Mogul Petroleum Co. and the Clean Environs Hazardous
          Waste Facility have exchanged copies of their contingency
          plans and made provisions  to assist one another in the
          event of  an emergency at either facility.

        - Mogul Petroleum personnel  have received a  special
          briefing  on the hazards of exposure to cyanide waste.

     •  National Response Center (Tel. 800-424-8802):

        - the National Response Center in Washington has been
          contacted to obtain guidance on handling of  cyanide
          waste spills and to verify notification procedures.

     •  EPA On-Scene Coordinator (Tel. 212-265-1234):

        - the EPA OSC has been contacted to verify the
          procedures for notification on activation  of
          the state or national response teams.

7.   Evacuation Plan

     •  Facility personnel will be evacuated if the  emergency
        coordinator decides that their personel safety is in
        danger.

     •  If evacuation is necessary,  the facility alarm system
        will be activated, resulting in a long screech.

     •  Evacuation  will take place through the main  gate to
        Dismal Boulevard.

     •  If this gate is blocked for  any reason,  evacuation
        will take place through the  auxiliary gate,  which is
        usually kept locked, onto Swamp Road.  All emergency
        crew members have this key.

8.   Required Reports

     •  The operator will notify the EPA regional administrator
        and appropriate state and local authorities  that the
        followup actions have been implemented.

                                75

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The operator will note in the operating record the
time, date, and details of any incident that requires
implementation of the contingency plan and will sub-
mit a written report on the incident to the EPA
regional administrator in accordance with 40 CFR
265.56CJ).

The emergency coordinator will revise this contingency
plan in accordance with the experience acquired during
each emergency situation and will send copies of the
revisions to each holder of the original plan
                         76

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                B. PLANS AND RECORDKEEPING
        CHAPTER 3--GROUND-WATER ASSESSMENT PLANS
                   Part 265, Subpart F, §265.93
1.0  INTRODUCTION
     Within one year of the effective date of the Interim Status
Standards (i.e., by November 18, 1981), owners or operators of a
surface impoundment, landfill or land treatment facility must prepare
an outline for conduct of a ground-water quality assessment program
(40 CFR 265.93; see Appendix A).  The measures outlined in the
assessment program would be carried out if the basic ground-water
monitoring program (basic program),  also specified in the standards
(40 CFR 265.91; 265.92), indicates that the facility may be affecting
ground-water quality.  The assessment program can be implemented
directly when the owner or operator knows or suspects that the
facility is a contamination source.   The basic program is designed
to detect the appearance of contamination while the  assessment
program pre-supposes a pollution source and is designed to evaluate
the chemical nature, extent and rate of movement of such pollution.
     The purpose of this document is to illustrate the tasks which
would be likely elements of an outline for an assessment program.
These tasks include expanded monitor-well installation, more detailed
chemical testing, and possibly surface water sampling and analysis.
Specific technical procedures needed to accomplish each task (e.g.,
well construction techniques, methods for calculating contaminant
migration rate, etc.) are not presented here because numerous other
documents are available which adequately cover hydrogeological
field analysis.  The most applicable is the upcoming "Permit Writer's
Manual"  (Technical Permit Writer's  Guidance Manual for Ground-
                                77

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Water Monitoring Systems at Hazardous Waste Treatment, Storage




and Disposal Facilities).  Technical personnel should be aware




of other EPA reports such as the "Procedures Manual for Ground-Water




Monitoring at Solid Waste Disposal Facilities" (U.S. EPA, 1977), the




ground-water sampling report by Dunlap et al. (1977), and the General




Electric TEMPO series on ground-water monitoring (e.g., Everett et al.,




1976).  The U.S. Geological Survey has conducted a wide range of studies




employing techniques appropriate to hazardous waste investigations




(e.g., Zohdy et al., 1974; Wood, 1976; Konikow and Bredehoeft, 1978).




Professional journals, such as Groundwater (published by the National




Water Well Association) and Environmental Science and Technology (published




by the American Chemical Society), and current textbooks, such as those




by Bouwer (1978) and Freeze and Cherry (1979), are also excellent




sources.  See Section 4 for complete references.
                                  78

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2.0  GROUND-WATER QUALITY ASSESSMENT PROGRAM COMPONENTS

     The principal goals of a ground-water quality assessment program,

based on the interim status standards (Section 265.93  (d) (A); Appendix

A), are to establish:

     •  "The rate and extent of migration of the hazardous waste or
        hazardous waste constituents in the ground-water; and

     •  The concentrations of the hazardous waste or hazardous waste
        constituents in the ground-water."

Each of these major issues can be examined in three phases:

     •  The treatment of the issue within the basic ground-water
        monitoring program;

     •  Areas where the basic program is inadequate;

     •  Examples of a more comprehensive assessment program.

The differences between a basic program and an assessment program are

highlighted in Table 1.
                                          .
     Except for the source of contamination, the assessment program

would be, in principal, very similar to most routine hydrogeological

impact assessments.  These studies are fully discussed in the technical

literature (see for example, Todd and McNulty, 1974 and Freeze and Cherry,

1979).  Whereas the interim status standards define specific components

in the basic program, only overall goals are set for the assessment program.

This approach allows maximum flexibility for solving contamination issues.

The specific components of the assessment program will be selected,

therefore, based on the professional judgement of the geologist or hydro-

geologist performing each individual site analysis.
                                  79

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                                                                          TAHLH  1



                                                COMPARISONS BETOKEN A BASIC GROUND-WATER MONITORING PROGRAM

                                                      AND A GROUND-WATER QUALITY ASSESSMENT FKOCRAM
       Component* of the fciaic
       ground-water Monitoring
       program
Limitation* of tho trade progra
onco contamination I* detected
       Pavsiblo component* of  a more
       comprrhitnalve acaeavmant program*
       Determine th« apread at
           contamination
       1.  inatall monitoring vtllti

            •  at l«i*C three,
           "hydraulically downgradi-
           ent — at the limit of the
           waat* management area."

            •  It l«»»t one,
           "hydraullcally upgradient
           from eh* Halt of the
           weata management arc."
        Identify th« typea of
           contaminants pr«»enc
        2.  analyse aamplea for thr««
           principal groupi:

           •  "paraiactrt eharietw-
              Uiag tho ouitability of
              th* groumI>Mt*r «• a
              drinking wear tupnly"
              (prloary naxinun eoa-
              taninane l»v«l»)t

           •  "paraaatar* Mtabliahing
              gromd-viatar quality"
              (eWorld*, iron,
              •anganaM. phanol*, (odium,
             . Mlfata)

           «  "param«c«im u»«d aa
              Indicator* of ground-
              vatar contamination."
               (pR, apaelfle conduc-
              tanea, total organic
              carbon,  total organic
              haloganl
l.a  act* a* • warning (yttta only;
     lnada()uata for tracing eontami-
     aanta dovntradiant
                                              l.b  as surface water sampling la
2.a  many hatardoua uaata conatl-
     tuanta ar* not dlractly
     Idaacifltd in th* baalc
     program
                                              2.b  aampllng fraquaaey nay ba
                                                   inaufflelant for dataetlng
                                                   chaagaa In contamlnatad
                                                   ground watara
l.a.l  conduct prallminary teraanlng of trand
       of contamlnatad ground-water by:
       •  ihillow boring*; temporary probing
          of ahallow ground-vatar
       a  electrical raalatlvlty and other
          geophysical or remote aurveya

l.a.2  expand monitoring network within
       th« facility boundaries and paaalbly
       beyond thoae boundarlea

l.a.3  increaae number of well neata (locatlona
       with multiple level ground-water moni-
       toring point*)

l.a.*  Include aampllng of nearby water auppliea

l.a.5  quantify volume* of ground-water flow
       ualng field and/or laboratory teata

l.b.l  conduct aanpllng of local turface water*
       which receive ground-water discharge
Z.a.l  expand analytical achcme to  include elemenca
       of the EPA Hat  of Priority  Pollutanta
       CFlnnigan ac *!., 1979;  Keith and Tell lard,
       1979). e.g.,
          31 putgcablo  organlco
          46 beae/neutral oxtractable organic
          confound*
          11 acid extractable organic coopoundo
          26 pe*tleldea/?CB'«
          13 metal*
          cyanide, aabestoa,  pheoola

2.a.2  expand analytical scheme to  include thoae
       hasardou* waate  constituent* not on the
       EPA llat of Priority Pollutanta

2.a.3  employ advanced  analytical technique* for
       parameter Identification/quantification
       (Flnnegan at al., 1979;  Keith and Telllard,
       1979). e.g..
       •  gaa chronacography or gaa/llquid
          ehromatography for acreening
       *  gaa ehromatogcaphy/maa* apectroaetry for
          full apeetrum Identification and
          quantification of organic constituent*

2.b.l  Increase saapling frequency baaed on plume
       movement, environmental hazard potential and
       probable timing of pollution abatement
       meaauraa
•Thl* it • litt of torn* of the major ground-water aaanament program eompontnta.  Sot all programa will contain all  componmta;  (oat will  include
 component* which are not on  thl*  U«t.   The  ptmit-wrlter* manual will contain a oore detailed treatment of the technical procedurea  to be employed
 in ground-water aaatttment prograaa.

tCoda of Tederal Regulation*.  Title 40,  Pact  141
                                                                     80

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     Most of the principal components of a ground-water assessment




program are shown in Table 1, though site-specific characteristics may




necessitate other technical approaches.  Whereas the basic program




includes wells at the limit of the waste management area, an assessment




program could include a series of wells further downgradient and,




possibly, greater numbers of multi-level well "nests."  Organic contam-




inants which are analyzed through gross indicators (e.g., using total




organic carbon and total organic halogen tests) in the basic program




might be more completely determined for example, through gas chromato-




graphy or gas chromatography/mass spectrometry.
                                 81

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3.0  EXAMPLE OF GROUND-WATER ASSESSMENT PROGRAM IMPLEMENTATION




     In the hypothetical setting shown in Figure 1,  ground-water




samples from one downgradient well (number 3)  showed a statistically




significant increase in organic indicator parameters (total organic




carbon and total organic halogen).  These results were confirmed by




duplicate sampling and testing.   To trace the  spread of contamination,




as the first step in the ground-water quality  assessment program, an




additional line of downgradient wells was installed  (numbers 5 through




10).




     Water samples were taken from all new and old wells.   A screening




for organic constituents was performed using gas chromatography.  The




work showed that three wells (numbers 3, 7 and 8) contained elevated




levels of purgeable (volatile) organics while  the others (numbers 1,




2, 4, 5, 6, 9, and 10) were not contaminated.   Gas chromatography/mass




spectrometry was then used for analysis of samples from the three




contaminated wells.  Benzene and toluene were  identified as the principal




pollutants from the wells.  Wells number 7 and 8 produced ground-waters




of much lower concentrations than the original contaminated well




(number 3), suggesting that the edge of the leachate plume was not far




from the second line of wells.




     To further define the spread of the plume, two additional well sites




(numbers 11 and 12) were developed closer to the river.  Since the river




receives ground-water discharge and the unconsolidated aquifer bordering




the river thickens at this point, "nested" wells were drilled.  Each
                                  82

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                               River
                           O2
                                      O4
                           f
                               HWMF
                             a i
                        Basic monitoring program
        7/ -- N8
5O 6O (•  9\  O9 O10
            3   I
           •  JQ4
    2Q
          HWMF
f
direction of
regional
ground-water
flow
        a i
b.  Assessment progj.dui

               HWMF
                o
                a
                       hazardous waste management facility

                       downgradient well

                       upgradient well

                 @     "nested" wells  (2 wells per site)
                 9     well taps contaminated
                         ground-water

              	  edge of  leachate plume
                              FIGURE 1

              HYPOTHETICAL MONITOR WELL CONFIGURATIONS
            USED  FOR GROUND-WATER CONTAMINATION ANALYSIS
                                 83

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nest contained two wells; one screened near the watertable and one




screened at greater depth in the saturated zone.  None of the nested




wells produced contaminated ground-waters, indicating that the leachate




plume had not yet reached the area.




     The ground-water assessment program successfully determined the




spread of contamination.  The decision-making process illustrated in




this example is shown schematically in Figure 2.
                                  84

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 BASIC  GROUND-WATER
 MONITORING PROGRAM
      Install Wells
       1 Through 4
    Conduct Background
        Monitoring
6      Well f/3 Shows   ^V
   itistically Significant j
   Increase In Organics   I
\
[
Repeat Chemical
Tests On Well 3
\
f
      Well  #3 Shows    ^V
[Statistically Significant!
   Increase  In Organics   I
        Initiate
       Ground-Water
    Assessment Program
   II  Analytical Step


   (""")  Results of Analysis

   GC = gas  chromatography

   GC/MS - gas chromatography/mass
           spectrometry
    EXPANDED GROUND-WATER
QUALITY ASSESSMENT PROGRAM
           Install Wells
           5 Through 10
                                                   I
Perform GC
Organic Screening
On All Well Samples
\
1
         Wells 3,7,  and 8
       Show Elevated Levels
       Of Furgeable  Organics
                                                  I
                                              Perform GC/MS
                                            Analysis On Samples
                                           From Wells 3,7 and  8
                                                  I
       High Levels Of Benzene
       And Toluene Noted In
          Wells 3,7 and 8
           Install Well
          Nests 11 And 12
                                              Test Samples
                                          From Well Nests 11 And
                                            12 For Benzene And
                                                 Toluene
         No Contamination
              Noted
                            FIGURE  2

     DECISION STEPS IN  GROUND-WATER  CONTAMINATION
                    ANALYSIS:  AN  EXAMPLE
                               85

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4.0  REFERENCES CITED

Bouwer, H., 1978.  Groundwater Hydrology.  McGraw-Hill  Book
     Company, New York, New York.

Dunlap, W.J., J.F. McNabb, M.R. Scalf and R.L. Cosby, 1977.  Sampling
     for Organic Chemicals and Microorganisms in the Subsurface.
     U.S. Environmental Protection Agency 600/2-77-276.

Everett, L.G., K.D. Schmidt, R.M.  Tinlin and D.K. Todd, 1976.
     Monitoring Groundwater Quality:  Methods and Costs.  U.S.
     Environmental Protection Agency 600/4-76/023.

Finnigan, R.E., D.W. Hoyt and D.E. Smith, 1979.  Priority Pollutants -
     Cost - Effective Analysis.  Environmental Science and Technology
     13(5):  534-541.

Freeze, R.A. and J.A. Cherry, 1979.  Groundwater.  Prentice Hall,
     Inc., Englewood Cliffs, New Jersey.

Keith, L.H. and W.A. Telliard, 1979.  Priority Pollutants - a
     Perspective View.  Environmental Science and Technology.
     13(4):  416-423.

Konikow, L.F. and J.D. Bredehoeft, 1978.  Computer Model of Two-
     Dimensional Solute Transport  and Dispersion in Ground Water.
     U.S. Geological Survey Techniques of Water Resources Investiga-
     tions, book 7, chapter C2.

Todd, D.K. and D.E. McNulty, 1974.  Polluted Groundwater:  A Review
     of the Significant Literature.  U.S. Environmental Protection
     Agency 600/4-74-001.

Todd, D.K., R.M. Tinlin, K.D. Schmidt and L.G. Everett, 1976.  Moni-
     toring Groundwater Quality, Monitoring Methodology.  U.S.
     Environmental Protection Agency 600/4-76-026.

U.S. Environmental Protection Agency, 1977.  Procedures Manual for
     Ground Water Monitoring at Solid Waste Disposal Facilities.
     530/SW-611.

Wood, W.W., 1976.  Guidelines for Collection and Field Analysis of
     Ground-Water Samples for Selected Unstable Constituents.  U.S.
     Geological Survey Techniques of Water Resources Investigation
     book 1, chapter D2.

Zohdy, A.A.R.; G.P. Eaton and D.R. Mabey, 1974.  Application of
     Surface Geophysics to Ground-Water Investigations.  U.S. Geolo-
     gical Survey, Techniques of Water-Resources Investigations
     book 2, chapter Dl.

                               86

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                                                     APPENDIX A

                                         INTERIM STATUS  STANDARDS  FOR
                                 GROUND-WATER  QUALITY  ASSESSMENT PROGRAMS
 { 265.93  Preparation, evaluation, arid
 response.
   (a) Within one year after the effective
 date of these regulations, the owner or
 operator must prepare an out.'tnf of a
 ground-water quality assessment
 program. The outline must describe a
 more comprehensive ground-water
 monitoring |>ro£r;j.-;i (than that described
 in 55 265.91 and 205.92) capable of
 determining:
   (1) Whether hazardous waste or
'hazardous waste constituents have
 entered the ground water
   (2) The rate and extent of migration of
 hazardous ivasie or hazardous waste
 constituents in the ground water: and
   (3) The concentrations of hazardous
 waste or ha?nrdous waste constituents
 in the ground water.
   ((>) For each  indicator parameter
 specified in J :05.oa(b)(3). the owner or
 operator must calculate the arithmetic
moan and variance,  based on at least
four replicate measurements on each
simple, for each well monitored in
accordance with 5 2C5.<)2(d)(2). and
compare thrsc results with its initial
liockprour.il arithmetic mean. The
comparison must r.on jri.'ions for Ibc
  uf'Xttitliriit wells made unJcr paragraph
  (b) of this Seclkin show a significant
  increase (or pi i li.'cii'asi'). tiio owner or
  opriut.vr IIIHSI <.uKT.it this mfurniation in
  aci:orJ.mre With  5 J>." i;(a)(2)(ii).
    t'2) 1) the coi'ijuris'iiiH for
  t/ti\\rv't."^itjrit v\olis made under
  pun iir.iph (')) of Itus Section shoiv a
  significant incni.ise (or pll increase).
  the owner or operator must then
  immediately obtain additional ground-
  water samples f:om those downgradiunt
  wr.lls where a significant difference was
  detected, split the samples in  two. and
  obtain analyses of all additional
  f arr.plps to determine wncther the
  significant difference was a result of
  laboratory error.
   (d)ll) If the analyses performed ur.der
 paragraph (c)U) o.' this Section confirm
 the significant increase (or pff
 decrease), the owner or operator must
 provide written notice to the Regional
 Administrator—within seven dsys of the
 date of such confirmation—that the
 facility may be affecting ground-water
 quality.
   (2) Within 15 days after the
 notification under paragraph (d)(l) of
 this Section, the owner or operator must
 develop and submit to the Regions!
 Administrator a specific plan, based on
 the outline required under paraqraph (a)
 of this Section an J certified by a
 qualified geologist or seotechnic.il
 engineer, for a ground-water quality
 assessment progr^n at the facility.
  (3) The plan to  be submitted under
 5 2G5.90(d)(l) or paragraph (d)(2) of Ihis
 Section must specify:
  (i) The number, location, and depth of
 wells;
  (ii) Sampling and analytical methods
 for those hazardous wastes or
 hazardous waste constituents in the  >.
 facility:
  (iii) Evaluation procedures, including
 any use of previously-gathered ground-
 water quality information; and
  (iv) A schedule of implementation.
  (4) The owr.cr or operator must
 Implement Ihc ground-water quality
 assessment plan which satisfies the
 requirements of paragraph (d)(3) of this
 Section. cnd..nt a minimum, dotcrmine:
  (i) The rule and extent of migration of
 the hazardous waste or hazardous
 wnsfc constituents in the ground water;
 find
  (ii) The concentrations of the
 huzardous waste or hazardous waste
cons-'irut'nls in the ground water.
  (5) The owner or operator must make
his firs' dctermin.'ition i:nder paragraph
 (d}(4) of Ihis Section as soon as
 technically feasible, nr.il. within 15 Jays
after that determination, submit to the
Rrgionnl Administrator a written report
 containing in ussessmenl of the ground-
 WtUt-r qu.iLty.
   (U) If !!»• owners or npcr.itor
 di'li-riTKiies. based on IliC results of the
 first UrtMinm.iltun under paragraph
 (d)H) of tins Si:c!:nn. Ihnt no ho'..'iriloui
 waste or h.i/.iiduus w.iste ror.stiluunt*
 from the  f.ir.ihiy have entered the
 ground water, then he may reinstate the
 indicator evaluation program described
 in § aii5 !12 and paragiapli (b) of ll-.:s
 Section. If the owner or operator
 reinstates the indicator evaluation
 proqram, he must so nolify the Rerional
 Administrator in the report submitted
 under Daragroph (dj(M nf this Section.
   (7) If the owner or operator
 determines, based on the first
 determination undor paragraph (d)H) of
 this Section,  ihdl hiizardous waste or
 hazardous waste constituents trcm the
 facility have entered the ground water.
 then he:
   (i) Must continue to make the
 determinations required under
 paragraph (d)(4) of this Section on a
 quarterly basis until final closure of the
 facility, if the ground-water quality
 assessment plan wus implemented prior
 to final closure of the facility; or
   (ii) May cense to make the
 determinations required under
 paragraph (d)(4) of this Section, if the
 ground-water quality assessment plan
 was implemented during the post-
 closure care period.
  (e) Notwithstanding any other
 provision of this Subpart, any ground-
 water quality assessment to satisfy  the
 requirements of 5 205 !)5{d}f4) which i.i
 initiated prior to final closure of the
 facility must be completed and reported
in accordance with $ 2CS.93(d)(5). •
  (f) Unless the ground water is
monitored to satisfy the  requirements of
 { 26S.9$(d)(4). at least annually the
 owner or operator must evaluate the
data on ground-water surface elevations
obtained under  § 205.92(c) to determine
whether the requirements under
J 265.91(a) for locating the monitoring
wells continues to be satisfied. If the
evaluation shows that 5  265.91 (a) ts no
longer satisfied, the owner or operator
must immediately modify the number.
location, or depth of the  monitoring
wells to bring the ground-water
monitoring system into compliance with
this requirement.
 Source:   Federal  Register,
             19 May  1980,
             45 FR 98:  33241.
                                                          87

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              B. PLANS AND RECORDKEEPING



              CHAPTER 4--OPERATING RECORD



                 Part 265, Subpart E, §265.73




1.0  INTRODUCTION



     RCRA Section 3004 requires the maintenance of  certain



records by all facilities that treat,  store,  or dispose  of hazardous



wastes.  EPA, therefore,  has imposed various  waste  management



recordkeeping requirements in the  40 CFR 265  regulations to comply



with this provision of RCRA.



     Recordkeeping requirements may be classified as  those required



to be incorporated into an operating record for each  facility



(§265.73) and those required to be maintained as part of general



facility recordkeeping procedures.   The required contents of the



operating record, which must be available on  the effective date of



the regulations, are discussed in  the  first part of Section 2.  The



second half of this section examines information which would comprise



reports and records in various forms as required by the  regulations



and discusses possible data presentations.  Section 3 gives a sug-



gested model for a facility operating  record,  and Section 4



discusses other reports and recordkeeping required  on-site.  Section



5 briefly discusses possible methods for integrating  recordkeeping



with other site procedures.
                                89

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2.0  RECORDKEEPING REQUIREMENTS

     The items discussed in this section include those records

that must be maintained in the operating record and other reports

and recordkeeping items that must be maintained at the facility

but are not required to be kept in the operating record.

2.1  Operating Record

     The operating record must contain eight categories of infor-

mation as specified in 40 CFR 265 and as shown in Table 1.  The

other sections of 40 CFR 265 cited in §265.73 are detailed in

Table 2 by subpart.  The required information forms eight categories

of data:

     •  Description, quantity, and disposition of each waste

     •  Location and quantity of each waste

     •  Records and results of waste analyses and trial tests

     •  Summary reports from incidents requiring implementa-
        tion of the contingency plan

     •  Records and results of inspections

     •  Monitoring, testing, or analytical data

     •  Closure cost estimates (post-closure cost estimates
        for disposal facilities)

     •  Arrangements with local authorities  (as specified in
        §265.37).

Except for inspection records, which must be kept only three years,

the required information must be maintained at the facility until

closure (and post-closure if necessary) is completed.
                                90

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                              TABLE 1


               INFORMATION CITED IN 40 CFR 40   265.73 TO
                TO BE INCLUDED IN THE OPERATING RECORD
Information Required
Description of Waste
Location of Waste


Waste Analyses and
Trial Test Results






Emergency Incident
Summary Reports
Records and Results of
Inspections
Monitoring, Testing, and
Analytical Data





Closure and Post-Closure
Cost Estimates
Where Required
265.73(b)(l)
265.73(b)(2)


265.73(b)(3)






265.73(b)(4)
265.73(b)(5)

265.73(b)(6)






265.7300(7)

Referenced Sections

265.119
265.279
265.309
265.13
265.193
265.225
265.252
265.273
265.345
265.375
265.402
265.56(j)
265.15(d)

265.90
265.94
265.276
265.278
265.280(d)(l)
265.347
265.377
265.142
265.144
Documentation of Refusal
 by Local Authorities to
 Enter Into Emergency
 Arrangements*	
265.37
This item is not listed in §265.73 but is required to be in the
operating record..
                                 91

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                              TABLE 2

           APPLICABILITY OF OPERATING RECORD REQUIREMENTS
APPLICABLE TO ALL FACILITIES

Subpart B - General Facility Standards
     265.13  General waste analysis
     265.15  General inspection requirements

Subpart C - Preparedness and Prevention
     265.37  Arrangements with local authorities

Subpart D - Contingency Plan and Emergency Procedures
     265.56  Emergency procedures

Subpatt E - Manifest System, Recordkeeping, and Reporting
     267.73  Operating record

Subpart H - Financial Requirements
     265.142  Cost estimate for facility closure
APPLICABLE TO CERTAIN CLASSES OF FACILITIES

Subpart F - Ground-Water Monitoring (surface impoundments, landfills,
            and land treatment facilities)
     265.90  Applicability
     265.94  Recordkeeping and reporting

Subpart G - Closure and Post-Closure (disposal facilities)
     265.119  Notice to local land authority

Subpart H - Financial Requirements (disposal facilities)
     265.144  Cost estimate for post-closure monitoring and maintenance
APPLICABLE TO SPECIFIC TYPES OF FACILITIES

Subpart J - Tanks
     265.193  Waste analysis and trial tests

Subpart K - Surface Impoundments
     265.225  Waste analysis and trial tests

Subpart L - Waste Piles
     265.252  Waste analysis
                                 92

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                          TABLE 2 (Concluded)
Subpart M - Land Treatment
     265.273  Waste analysis
     265.276  Food chain crops
     265.278  Unsaturated zone (zone of aeration)  monitoring
     265.279  Recordkeeping
     265.280  Closure and post-closure

Subpart N - Landfills
     265.309  Surveying and recordkeeping

Subpart 0 - Incinerators
     265.345  Waste analysis
     265.347  Monitoring and inspections

Subpart P - Thermal Treatment
     265.375  Waste analysis
     265.377  Monitoring and inspections

Subpart Q - Chemical, Physical,  and Biological Treatment
     265.402  Waste analysis and trial tests
                                 93

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2.2  Other Reports and Recordkeeping




     In addition to information required in the operating record,




other reports and recordkeeping are specified by the regulations.




These include information to be maintained at the facility and/or




submitted to the Regional Administrator (Table 3).   At least 16




items are specified by the regulations for disposal facilities and




14 for treatment or storage facilities.  The recordkeeping regula-




tions cover a broad range of subjects, from EPA identification




number to Post-Closure Plans.  Section 4 discusses the items in




detail.
                                94

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3.0  EXAMPLE OPERATING RECORD




     The contents of the operating record are mandated by the




regulations; however the format of the record is not specified.   It




is expected that each facility will tailor the organization of site




records to suit specific data processing needs.  Therefore, the




formats presented herein are intended only as suggestions to be




considered for possible use in the operating record.  The Example




Operating Record presented eight categories of information




(Table 4) ranging from daily summaries to annual estimates.  Each




of these categories is discussed below.




3.1  Description of Waste




     The description and quantity of each hazardous waste shipment




received and its final disposition must be recorded as specified




under Part 265, Appendix I.  The information must include a descrip-




tion by its EPA hazardous waste list number (§261.30), a description




of its hazardous waste characteristics (§261.20), its common name,




and the process that produced it if the waste is not listed.  Each




hazardous waste and hazardous waste characteristic has a four-digit




number assigned to it.  These numbers should be used for recordkeeping




and reporting.  If the shipment is not accompanied by a manifest at




off-site facilities, the required data must be obtained and recorded




by the owner or operator and an unmanifested waste report must be




prepared.  No manifest is required for on-site disposal.
                                 97

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                              TABLE 4

              POTENTIAL FORM OF OPERATING RECORD ITEMS
              ITEM

1.  Description of Waste

2.  Location of Waste

3.  Waste Analyses and Trial
     Test Results

4.  Emergency Incident Summary
     Reports

5.  Records and Results of
     Inspections

6.  Monitoring, Testing, and
     Analytical Data

7.  Closure and Post-Closure
     Cost Estimates

8.  Documentation of Refusal by
     Local Authorities to Enter
     Into Emergency Arrangements
       POTENTIAL FORM

Daily Summary

1-3 Pages Minimum

Series of Data Sheets


Single Document as Required


Daily Summary Sheet


Series of Documents


Single Document - Annually


Single Document - Annually
                                 98

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     The waste description must also include the physical form, the




estimated or manifest-reported weight (or volume and density) and




the method(s) of handling.  Weight (or volume and density) could be




expressed in pounds, short-tons, gallons, cubic yards, kilograms,




metric tons, liters or cubic meters.  However, it is recommended




that weight be expressed both in metric and English units.  The




methods of handling should be recorded according to the handling




codes established by EPA, which specify the methods of storage,




treatment, or disposal.  The date(s) of each step — storage, treat-




ment, or disposal — must be recorded.  If the material received




differs in character or quantity from the data stated on the




manifest, the discrepancy should be noted on the data sheet.




     The dates of processing the materials will depend on the




facility's current inventory (in the case of storage) and the rate




at which waste is being treated and/or disposed of.  If the shipments




are to be subdivided at any point in the handling process, the




divided quantities or percentages of the original shipment should be




noted along with their respective date(s) of storage, treatment and




disposal.  Finally, shipments in containers which, when emptied,



will also be classified as hazardous waste should be marked on the




daily summary sheet, for future reference.




     It may also be desirable to record the manifest number.  The




manifest number is required for cross-reference on the facility




diagram or map when questions arise regarding the source or process




generating the waste, or the waste disposal methods,  A possible format




for the data summary sheet is given in Figure 1.
                                 99

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3.2  Location of Waste




     Under §265.73(b)(2), the location of each hazardous waste with-




in a facility and the quantity of each hazardous waste must be




recorded.  For all facilities, this information must include cross-




references to specific manifest numbers, if the waste was accompanied




by a manifest. Specific types of facilities have additional require-




ments .




     In accordance with §265.119, the owner or operator of a disposal




facility must submit to the local land authority and to the Regional




Administrator a survey plat indicating the location and dimensions




of landfill cells or other disposal areas with respect to permanently




surveyed benchmarks.  This information must be submitted within 90




days after closure is completed.




     Section 265.279 specifies that records on application dates,




rates, quantities, and locations of each waste in a land treatment




facility must be maintained in the operating record.  Similarly,




§265.309 requires the owner or operator of a landfill to maintain




a map and records of the location, dimensions, and contents of each




cell.




     The required diagrams or maps could be derived from a copy of




the facility drawing required on Form 3, RCRA Hazardous Waste Permit




Application [(40 CFR Part 122.24(d)].  For small facilities with




limited capacities, this drawing may be adequate for depicting the




required information (Figure 2).  For larger facilities, the map







                                101

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 may serve as  a  key  to more detailed maps; the key would provide




 legal  facility  boundaries and  identify existing and proposed




 storage,  treatment,  or  disposal areas.  A detailed map or diagram




 of  each area  showing the exact locations and quantities of hazardous




 material  could  then  be  developed, using the facility diagram as a




 reference (Figure 3).




     If a copy  of the permit facility diagram has not been retained




 at  the site,  a  topographic map, such as a 7-1/2 minute series map




 available from  the U.S. Geological Survey in Washington, D.C.;




 Denver, Colorado; or Anchorage, Alaska, could be used to derive




 the reference map.   The detailed maps for each storage, treatment,




 or  disposal area should also be drawn to scale.




     When a published map is used, the source and scale should be




 appropriately referenced on all diagrams or maps based on the printed




 original.  Required  details of individual cells, trenches, and




 similar structures could be superimposed on baseline maps, or




 successive placements of materials could be represented by a series




 of  overlays on  a single map.   Photographs or line drawings could



also accompany the map  or  diagram in order  to  clarify specific




circumstances.  If  the  diagram of an individual  facility  is  large




enough, a grid system with hazardous waste  reference numbers may




be applied directly  on  the map (Figure 3).   Another  approach would




include coding a map and using the code on  the map and in a  legend




(Figure 4).







                                103

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2 £l
                       104

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3.3  Waste Analyses and Trial Test Results




     Before an owner or operator treats, stores,  or disposes  of any




hazardous waste, he must obtain a detailed chemical and physical




analysis of a representative sample of the waste, as specified in




40 CFR 265.13,  Data obtained from conducting general waste analyses




as well as specific analyses for wastes to be placed in tanks, sur-




face impoundments, waste piles, land treatment,  landfills,  incinerators,




thermal treatment, injection wells, and chemical, physical and




biological treatment must be retained in the operating record.




Analyses performed before the effective date of  the regulations




or studies conducted on hazardous waste generated from processes




similar to that which generated the waste to be  managed at the




facility, or the analyses performed by the generator under prior




agreement with the facility owner or operator, may be used to




satisfy these requirements, if the data complies with §265.13.




     The analyses must be repeated and must be recorded in the




operating record, as necessary, to ensure that the waste analysis




is accurate and up-to-date.  For off-site facilities, it may also




be necessary to analyze each movement of hazardous waste received




to confirm that it matches the identity of the waste designated on




the manifest or shipping paper.  Techniques for  confirming manifest




information should be included in the waste analysis plan.  However,




no record need be maintained of the routine pH tests and visual




comparisons of waste samples used for confirming manifest information.
                                106

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     Trial  tests are  conducted prior to treatment or  storage when
 the  hazardous waste involved  is  substantially different from waste
 previously  treated or stored, or when a substantially different
 process  is  being used to  treat or  store the waste.  Results of these
 tests must  be maintained  in the  operating record.
     In  addition to the required data, any supporting information
 used to  determine the acceptability of the hazardous  waste at the
 facility, to identify potential  incompatibilities of  incoming
 hazardous wastes, or  to ensure proper disposal procedures under
 non-routine circumstances should be included in the operating record.
 The  waste analysis plan should have a portion of the  supporting
 information, such as  rationale and sampling frequency for specific
 wastes.  Other  information could be incorporated into the operating
 record on a data summary  sheet,  similar to Figure 5.
3.4  Emergency  Incident Summary  Reports
     Whenever there  is an  imminent  or  actual  emergency situation
requiring implementation of a  contingency  plan,  including  releases,
 fires,  and explosions, the owner or operator must summarize the
 incident in the operating record as specified in §265.56(i).
 Required information  includes the time;  date and details of the
 incident, such as name and quantity of the material involved; extent
 of injuries, if any;  assessment  of actual or potential hazards to
 human health and the  environment; and estimated quantity and
 disposition of recovered material resulting from the  incident.  In
                                107

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addition to being filed in the operating record, this information

must also be submitted to the Regional Administrator as a written

report within 15 days of the incident.  In addition to the required

data, information on the effectiveness of the contingency plan and

modifications to emergency procedures should be noted.

3-5  Records and Results of Inspections

     As specified in §265.15, a facility owner or operator must

inspect his facility for malfunctions and deterioration,  operator

errors, and discharges which could result in release of constituents

harmful to the human health or environment.  These inspections must

be conducted in accordance with a written schedule and recorded in

the operating record.  At a minimum, these records must include the

date and time of the inspection, the name of the inspector, a notation

of the observations made and the date and nature of any repairs or

other remedial actions.

     The frequency of inspection and recording may vary for items

on the schedule, but must include, at a minimum, the following:

     •  Inspections every 15 minutes for incinerator and
        thermal treatment combustion emission and control
        instruments.

     •  Hourly inspections of incinerator or thermal treat-
        ment stack plumes.

     •  Daily inspections of level of waste in tanks or
        impoundments, discharge control and safety equipment,
        temperature and pressure gauges, and incinerators and
        associated equipment.

     •  Weekly inspections of construction materials used in
        tanks, impoundments, the chemical, physical and
        biological treatment process or equipment, and areas
        adjacent to these structures.
                                109

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 Specific data required at each site must be identified in an

 inspection schedule, and records of inspections are to be maintained

 in an  inspection log or summary for at least three years.  These

 logs or summaries  (which become a part of the operating record) are

 the only items  in  the operating record not required to be maintained

 throughout the  life of the facility.  Other data  should include

 background concentrations or conditions to be inspected and background

 information  on  conditions that are not regularly  monitored.   Signi-

 ficant changes  should then be readily detectable.

     A chart or log sheet should be designed to include the required

parameters and adequate space for noting corrective actions.   An

example of such a sheet is shown in Figure 6.   One chart may be

needed for each type of inspection — e.g.,  for incinerators a

fifteen-minute chart for combustion control instrument inspections,

an hourly chart for stack plume inspections,  a daily chart for

safety equipment.

3.6  Monitoring, Testing,  and Analytical Data

     Depending on the type of facility,  the owner or operator must

develop several categories of data as required under 265.73(b)(6).

The broad categories are related to:

     •  waiver from ground-water monitoring requirements
        (§265.90)

     •  groundwater monitoring information (§265.94)

     •  food chain crop information (§265.276)

     •  unsaturated zone monitoring (§265.278)


                                110

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                                                                      INSPECTION CHECKLIST
                                                                                                                                 Week of:
              AREA
IMPOUNDMENT 1
     •  Inspect and record freeboard
       level to ensure water level
       does not exceed 4 feet.

     •  Inspect valves and fittings
       at discharge pipe for leaks.
       Ensure valve can be closed.'

     •  Inspect pressure safety  re-
       lease valve for intact leaded
       seal to enaure there has been
       no tampering with setting.

IMPOUNDMENT i
     •  Inspect and record freeboard
       level to ensure water level
       does not exceed 4 feet.

     •  Inspect valvea and fittings
       at discharge pipe for leaks.
       Ensure valve can be closed.

     •  Inspect pressure safety  re-
       lease valve for intact leaded
       seal to enaure there haa been
       no tampering with setting.

PUMP ROOM
     •  Test automatic alarm at  noon.
     •  Check pressure on fire ex-
       Cingulshers.
     •  Check valves and pipe fitting
       for leaks.

     •  Check sump for accumulated
       water
     •  Check for excessive or noxious
       odors
     • Examine the dikes at
       Impoundments I and 2 for
       signs  of erosion, cracking,
       wet  spots, or other signs
       of leaking.

     • Check  emergency spillway
       for  accumulated debris.
     • Examine downhill berm for
       signs  of erosion.
                                                  -f
                DAY/SIGNATURE

 Tue        Wed         Thu
	1	1	
                                                                                                     Sat
                                                                                                                 Sun
                                                                                                                                REMARKS

                                                                                                                          (continue on back)
                                           Check the following DAILY and record discrepancies and maintenance
                                           Check the following  WEEKLY and record discrepancies  and maintenance
                                           Check the following MONTHLY and record discrepancies  and maintenance
                                                                 FIGURE  6

                                 SAMPLE  INSPECTION  CHECKLIST FOR IMPOUNDMENT  FACILITY
                                                                    111

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     •  post-closure monitoring [§265.280(d)(1)]

     •  incinerator monitoring and inspections (§265.347)

     •  thermal treatment monitoring and inspections (§265.377)

     3.6.1  Wavier From Ground-Water Monitoring Requirements

     If the owner or operator can demonstrate that there is a low

potential for migration of hazardous waste or hazardous waste con-

stituents from the facility in accordance with §265.90, this

dmonstration must be in writing and must be maintained at the

facility.  This documentation and supporting data should be kept in

the facility's operating record along with the certification from a

qualified geologist or geotechnical engineer.

     3.6.2  Ground-Water Monitoring

     Section 265.94 specifies the recordkeeping and reporting

requirements for ground-water monitoring samples and analyses

including:

     •  records of the analyses performed in accordance with
        §265.92(c) and (d)

     •  ground-water elevations required in §265.92(e)

     •  evaluations required in §265.93(b)

     During the first year when initial background concentrations

are being established for the facility, the owner or operator must

identify for each monitoring well any parameters whose concentrations

or values exceed the maximum contaminant levels listed in Appendix III

to 40 CFR 261.
                                 112

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     In subsequent years, if upgradient wells show a significant

increase in monitored parameters, this data must be submitted to

the Regional Administrator in the Annual Report (§265.75) as well

as being maintained in the operating record.  When downgradient

wells show a significant increase in monitored parameters, the data

must be checked as specified in §265.93(c)(2) , and a written notice

must be sent to the Regional Administrator within seven days of

confirmation of the increase.  In addition, the owner or operator

must forward a damage assessment plan to the Regional Administrator

within fifteen days after the notification C§265.93(d)(4)D.  A copy

of the notice and the plan should be placed in the facility's file.

      3.6.3   Food  Chain  Crop  Information

     Within 60 days of the effective date of the regulations (i.e.,

by 19 January 1981), an owner or operator of a hazardous waste land

treatment facility on which food chain crops are being grown, have

been grown, or will be grown in the future, must notify the Regional

Administrator.  Information developed under §265.276 must be placed

in the operating record, if the owner or operator grows food chain

crops on the land treatment facility including:

     •  field testing data for arsenic, lead, mercury, or
        other constituents identified under §265.273(b).

     •  analysis of cadmium application and accumulation,
        and other related analyses under 265.273(c).

For further information on the data to be developed,  see Chapter 8

of this Manual.
                                113

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     3.6.4  Unsaturated Zone Monitoring Data
     For land treatment facilities, the owner or operator must have
in writing an unsaturated zone monitoring plan to detect the
vertical migration of hazardous waste and constituents under the
active portion of the land treatment facility, as specified in
§265.278.  The monitoring program must also provide information on
the background concentrations of hazardous waste and hazardous waste
constituents.
     3.6.5  Post-Closure Monitoring
     In addition to the requirements of §265.117 (post-closure care),
§265.280(d)(1)  requires the owner or operator of a land treatment
facility to maintain any unsaturated zone monitoring system and to
collect and analyze samples from this system in a manner and
frequency specified in the post-closure plan.  Data derived under
this section must be placed in the operating record.
     3.6.6  Incineration Monitoring and Inspections

     In addition to the waste analysis required by §265.13 (and
discussed in Section 3.3 of this document), the owner or operator
must sufficiently analyze any waste which he has not previously
burned in his incinerator to establish steady state operating
conditions.  Minimum analyses are outlined in §265.345.  Results
from each analysis must be included in the operating record.
     When incinerating hazardous wastes, the owners or operators
must conduct inspections of instrumentation, stack plume, and
associated equipment as specified in §265.347.  This data must be
placed in the operating record.

                                 114

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     3.6.7  Thermal Treatment Monitoring and Inspections




     Owners or operators of facilities that thermally treat hazardous




wastes must conduct waste analyses as specified in §265.377 to enable




them to establish steady state or other appropriate operating con-




ditions and to determine the type of pollutants which might be




emitted.  The results from each waste analysis must be placed in




the operating record.




3.7  Closure and Post-Closure Cost Estimates




     The operating record must also contain information on closure




cost estimates as specified in §265.142 and, for disposal facilities,




all post-closure cost estimates as specified in §265.144.  By




19 May 1981 (as specified in 45 FR 212:72040, 30 October 1980), the




owner or operator must have a written estimate of the cost of




closing the facility in compliance with the regulations.




 This estimate must equal the cost of closure at any point in the




 facility's operating life and will be adjusted yearly to compensate




 for inflation as specified in §265.142(c).   In addition, whenever



 the closure plan is amended and the cost  of closure changes,  this




 information must be placed in the operating record.




      In addition to the required cost estimates for disposal




 facilities, a schedule of events for closure and post-closure should




 be included in the operating record as a  reference for annual review.




 When the cost estimates are updated as specified in §265.141 and
                                 115

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§265.143, the closure schedule should be reviewed to ensure agree-

ment with the estimates whenever changes occur.  A simple line

diagram could be used to indicate milestones in the schedule and

would be easy to update whenever changes occur.

3.8  Documentation of Refusal by Local Authorities to Enter Into
     Emergency Arrangements

     When state or local authorities decline to enter into arrange-

ments to familiarize police, fire departments, and emergency response

teams with the waste handling operations at a facility as specified

in §265.37, the owner or operator must document the refusal in the

operating record.  (Any arrangements agreed to must be included

in the contingency plan, which is not a part of the operating record.)

Typical arrangements include:

     •  Familiarizing emergency service personnel with the
        facility layout, personnel working areas, entrances
        to roads and possible evacuation routes.

     •  Designating primary emergency authority when more
        than one emergency service is available.

     •  Agreements with emergency response teams, contractors,
        and equipment suppliers.

     •  Familiarizing local hospitals with the properties of
        hazardous waste handled at the facility, and the
        types of injuries or illnesses which could result
        from fires, explosions, or releases at the facility.
                                  116

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4.0  EXAMPLE FORM FOR OTHER REPORTS AND RECORDKEEPING




     Other information required to be maintained at the facility




and/or submitted to the Regional Administrator includes up to



14 items for storage and treatment facilities and 16 items for




disposal facilities with significant increases in ground-water





contamination (see Table 3 in Section 2).   Although the regulations




do allow interpretation for facility-specific data handling, the




information may be incorporated with data from the operating record




and submitted to the Regional Administrator.  Therefore, organized




files should be established for the appropriate categories of infor-




mation listed in Table 5 and discussed below.




4.1  Facility Identification Number




     In order to transport, offer for transportation, treat, store,




or dispose of hazardous waste after the effective date of 40 CFR 261




(19 November, 1980), an owner or operator must have filed a notifica-




tion and received an EPA identification number.  The Preliminary




Notification of Hazardous Waste Activity (45 FR 39:12746) establishes




the procedures for obtaining the twelve-digit EPA Identification




Number.  This number is to be used on hazardous waste manifests and




all reports required by EPA.  Therefore, the identification number




should be prominently placed in the front of the facility's filing




system.
                                 117

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                               TABLE  5
           POTENTIAL FORM OF INFORMATION TO BE MAINTAINED
                 AT THE FACILITY AND/OR SUBMITTED TO
                     THE REGIONAL ADMINISTRATOR

1.
2.
Item

Facility Identification Number
Notice of Arrangement to Re-
Section of
40 CFR
265.11
265.12
Potential Form
Single Document
Single Document
     ceive Hazardous Waste from a
     Foreign Source
 3.   Waste Analysis Plan         ,     265.13(b)
 4.   Inspection Schedule              265.15(b)
 5.   Job Titles and Personnel         265.16(d),
     Records                          265.16(e)
 6.   Contingency Plan and Amend-      265.52
     ments                            265.54
 7.   Manifests and Manifest Dis-      265.71,
     crepancy Notices                 265.72
 8.   Annual Report                    265.75

 9.   Unmanifested Uaste Reports       265.76
10.   Additional Reports               265.77
11.   Ground-Water Sampling and        265.92
     Analysis Plan
12.   Closure Plan                     265.112
13.   Certification of Closure         265.113
14.   Post-Closure Plan                265.118
    as Required

  Single Document
  Single Document
Series.of ^Documents

Series of Documents
    as Required
Series of Documents

  Single Document-
     Annually
Series of Documents
Series of Documents
  Single Document

  Single Document
  Single Document
  Single Document
                                 118

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4.2  Notice of Arrangement to Receive Hazardous Waste from a Foreign
     Source

     The owner or operator of a facility that has arranged to receive

hazardous waste from a foreign source must notify the Regional

Administrator in writing at least four weeks in advance of the date

the waste is expected to arrive at the facility.  Although notices of

subsequent shipments of the same waste from the same foreign source

are not required, it would be prudent to maintain a file copy of all

foreign source notices.

4.3  Waste Analysis Plan

     Before an owner or operator treats, stores, or disposes of any

hazardous waste, he must obtain a detailed chemical and physical

analysis of a representative sample of the waste.  At a minimum, this

analysis must contain all the information which must be known to

handle the waste in accordance with Part 265 - Interim Status Standards

(see the section of this Manual on Waste Analysis Plans).   The owner

or operator must also develop and follow a written waste analysis

plan describing the procedures that he will carry out to obtain the

required information.  Although both the plan and the analyses are to

be maintained at the facility, only the analyses are required in the

operating record.  However, the waste analysis plan should be main-

tained as part of a coordinated filing and retrieval system.

4.4  Inspection Schedule

     A written inspection schedule for all monitoring equipment,

safety and emergency equipment, security devices, and operating and


                                 119

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structural equipment must be maintained at the facility in accordance

with §265.15.  The inspections performed under this schedule must be

recorded in the operating record and maintained at least three years

from the date of inspection at the facility.  While not required, a

master copy of the most recent inspection schedule could also be

maintained at the front of the inspection data.

4.5  Job Titles and Personnel Records

     The owner or operator must maintain four types of personnel

records at the facility:

     •  Job title and name of employee for each position related
        to hazardous waste.

     •  Job descriptions, including requisite skills, education,
        or other qualifications, and duties of facility personnel
        assigned to each position (Figure?).

     •  Records that document training or job experience required
        has been given to and completed by facility personnel
        (Figure 8).

     •  Training records of current personnel.

This information could be filed under "Personnel," or a similar

heading.  These records must be maintained for the life of the

facility or, for former employees, for at least three years from

the date the employee last worked at the facility.

4.6  Contingency Plan and Amendments

     The facility Contingency Plan must be prepared as specified in

§265.52, maintained at the facility, and submitted to all local

police and fire departments, hospitals, and state and local emergency

response teams that may be involved  in providing emergency services.

                                  120

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                          121

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Employee
Position
Initial
Training
                                                                      Annual Reviews
                                                      1980  1981  1982  1983  1984  1985  1986
                                        FIGURE 8

                   SAMPLE FORMAT FOR COMPLETION OF TRAINING CHECKLIST
                                           122

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The Contingency Plan must be received and amended as necessary in

accordance with §265.54.  The Contingency Plan and all amendments

should be included in the facility records.

4.7  Manifests and Manifest Discrepancies

     A copy of each shipping paper and manifest must be retained at

the facility for at least three years from the date of delivery.  The

papers and manifests should be placed in a central file along with

copies of manifest discrepancy notices which are submitted to the

Regional Administrator as specified in §265.72.

4.8  Annual Report

     The owner or operator must prepare and submit a single copy of

an Annual Report to the Regional Administrator by March 1 of each

year.  The report form is given in Appendix II of 40 CFR 265 and

must include:

     •  the EPA identification number, name and address of
        the facility

     •  the calendar year covered by the report

     •  for off-site facilities, the EPA identification
        number for each hazardous waste generator from
        which the facility received a hazardous waste
        during the year; for imported shipments, the
        name and address of the foreign generator
     •  a description and the quantity of each hazardous
        waste the facility received during the year;
        for off-site facilities, this information must
        be listed by EPA identification number for each
        generator

     •  the method of treatment, storage or disposal for
        each hazardous waste

                                 123

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     •  monitoring data under §265.94(a)(2)(ii)  and (iii)
        and (b)(2), where required

     •  the most recent closure cost estimate under §265.142
        and, for disposal facilities, the most recent post-
        closure cost estimate under §265.144

     •  the certification signed by the owner or operator
        of the facility or his authorized representative.

 A record copy of the Annual Report could also be maintained on site.

4.9  Unmanifested Waste Report

     If a facility accepts any hazardous waste from an off-site source

without a manifest or shipping paper, then the owner or operator must

file a report to the Regional Administrator as specified in §265.76.

A copy of this,report should be placed in the facility's record files.

4.10  Additional Reports

     In addition to submitting an annual report as described in

§265.75 and unmanifested waste reports (§265.76), the owner or

operator must also report to the Regional Administrator (.§265.77):

     •  releases, fires, and explosions as specified in §265.56(j).

     •  ground-water contamination and monitoring data as specified
        in §§265.93 and 265.94

     •  facility closure certification as specified in §265.115.

These items should be maintained in separate files on-site.  Unless

a significant incident was reported in the above reports, it would

not be necessary to prepare a separate file under §.265.77.

4.11  Ground-Water Sampling and Analysis Plan

      Unless  the owner  or  operator receives a  ground-water monitoring

waiver, a  ground-water sampling  and  analysis  plan must be developed
                                  124

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as specified in S265.92.   The plan must be kept at the facility and
must include procedures and techniques for:
     •  Sample collection
     •  Sample preservation and shipment
     •  Analytical procedures
     •  Chain of custody control
 This  information should be the  first item  filed in the ground-water
 sampling  data  file.
 4.12  Closure Plan
      A written closure plan must be available at  each facility on
 19 May 1981 and must  be forwarded to the Regional Administrator
 180 days  before the date closure is expected to begin.   The plan
 may be amended at any time and must be amended under conditions
 specified in §265.118.  A copy of the  plan and all amendments
 should be placed in the facility's files.
 4.13  Certification of Closure
     When the  facility is closed in accordance with an approved
 closure plan,  a  certification of closure must be forwarded to the
 Regional Administrator as specified in §265.115.  In most cases, the
 operating record would no longer be required under the regulations,
 and the certification of closure would not necessarily be maintained
 as part of the facility's record.  However, if the facility is used
 for disposal of hazardous waste, then a period of post-closure is
 required and the operating record and report files should be retained,

                                 125

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including a copy of the certification.  If the facility is involved




with an enforcement action, the facility's records should be main-




tained until the action is resolved.




4.14  Post-Closure Plan




     For disposal facilities, post-closure requirements and notices




to local land authorities are detailed in §§265.117, 265.118, and




265.119.  As specified in §265.118, the owner or operator must have




a written post-closure plan at the facility by 19 May 1981.  The




plan may be amended at any time during the active life of the




facility or during post-closure care.  The plan must be submitted




to the Regional Administrator at least 180 days prior to closure.




A copy of both the plan and all amendments should be maintained




on-site.
                                126

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 5.0  INTEGRATION WITH OTHER FACILITY PROCEDURES




      The operating record will be an integral part of daily




 activities at the facility.  In certain cases, as for inspections




 during incinerator operations, data will be accumulating hourly.




 Therefore, organizing a data handling system will be an Important




 step in minimizing the cost of recordkeeping.




 5.1  Location




      A location central to the facility's operation is ideal for




 maintaining the operating record.  However, it is not essential




 that the file be maintained at one location.  For example, data




generated in other reports and recordkeeping procedures may be filed




at a field office.  Also, many of the reports will be generated at




a laboratory, either off- of on-site, that may be separated from




other offices and files.  In addition, existing procedures and




data may already be filed under subject headings dissimilar to those



required by the regulations.  Whatever the current collection and




distribution procedures on-site, an overall filing system incorpor-




ating required items as well as other reports should be set up as




soon as possible.  Since the files must be maintained for the life




of a facility, adequate filing space should be planned.  If the data




are to be placed in a computer system by the owner or operator, care




should be taken to ensure adequate data retrieval for information




required by the regulations.
                                 127

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5.2  Availability




     The operating record and other information must be furnished,




upon request, and made available at all reasonable times for inspec-




tion by an officer, employee, or representative of EPA who is duly




designated by the Administrator.  The retention period is extended




automatically during the course of any unresolved enforcement action




regarding the facility or as requested by the Administrator.
                                 128

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                        APPENDIX A

INTERIM  STATUS STANDARDS  FOR OPERATING  RECORD
                § 265.73  Operating record.
                  (a) The owner or operator must keep a
                written operating record at his facility.
                  (b) The following information must be
                recorded, as it becomes available, and
                maintained in the operating record until
                closure of the facility:
                  (1) A description and the quantity of
                each hazardous waste received, and the
                methodfsj and date(s) of its treatment,
                storage, or disposal at the facility as
                required by Appendix I;
                  (2) The location of each hazardous
                waste within the facility and the
                quantity at each location. Fn1 disposal
                fai^mies, uie location and quantity of
                each hazardous waste must be recorded
                on a map or diagram of each cell or
                disposal area. For all facilities, this
                information must include cross-
                references to specific manifest
                document numbers, if the waste was
                accompanied by a' manifest;
                [Comment: See §§ 265.119, 265.279, and
                265.309 for related requirements.] •
                  (3) Records and results of waste
                analyses and trial tests performed as
                specified in §§ 265.13, 265.193, 265.225,
                265.252, 265.273, 205.343. 265.375, and
                265.402;
                  (4) Summary reports and details of all
                incidents that require implementing the  •
                contingency plarr as specified in
                § 265.56(j);
                  (5) Records and results  of inspections
                as required by | 2G5.15(d) (except these
                data need be kept only three years);
                  (6) Monitoring, testing, or analytical
                data where required by §§ 265.90,
                265.94, 265.276, 265.278, 265.280(d)(l),
                265.347, and 265.377; and,
                [Comment:  As required by | 265.94,
               monitoring data at disposal facilities
                must be kept throughout the post-closure
                period.]

                 (7) All closure cost estimates under
                5 2G5.M2 find, for disposal facilities, all
               post-rlosure cost estimates under
                § 265.144.
                              129

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                C.  VARIANCES AND DEMONSTRATIONS

                CHAPTER 5—VARIANCE TO SECURITY

                              §265.14(a)

1.0  INTRODUCTION

     Among the interim status standards that apply to  all  hazardous

waste management facilities are  provisions for  security, which must

be instituted by the effective date  of the regulations (i.e., 19

November 1980).   The security requirements are  stated  as performance

standards.  Thus, the regulations (40 CFR 265.14)  are  specific in

intent, but flexible in their implementation.   A facility  may be

exempt from this section of the  regulations  if:

     (1) "Physical contact with  the  waste, structures,  or
         equipment within the active portion will  not  injure
         unknowing or unauthorized persons or livestock which
         may enter the active portion of  a facility; and

     (2) Disturbance of the waste or equipment,  by the unknowing
         or unauthorized entry of persons or livestock onto the
         active portion of a facility, will  not cause  a violation
         of the requirements of  this Part."   [40 CFR 265.14(a)(l)
         and (2)].

Complete regulations on security are in Appendix A.

     EPA expects that these two  conditions will be satisfied only

rarely and that few facilities will  be exempt from the requirements.

     During the interim status period, owners and  operators who

determine that their facilities  meet both of the above conditions

must be able to provide the rationale supporting this  determination,

if requested to do so by the Regional Administrator.   As required  by

40 CFR 122.25(a)(4), a justification demonstrating the reasons for

requesting a waiver of the security  requirements must  be submitted

with Part B of the permit application if  the owner or  operator

wishes the facility to be exempt.


                                131

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1.1  Technical and Regulatory Background




     The background document Interim Status Standards for Security,




prepared by the EPA's Office of Solid Waste, and the preamble to




the interim status standards (45 FR 98:  33180, 19 May 1980)  discuss




exemptions.  The former gives examples of certain conditions  under




which exemptions would be inappropriate.  For example, it is  stated




that exemptions should not be allowed based solely on claims  of low




hazard potential associated with location in a sparsely populated




area.  Thus, accessibility is not a factor in the exemption of




facilities.  Nor should an exemption be allowed based solely upon




a claim that wastes are rendered inaccessible by using a daily cover.




The preamble to the interim status standards also takes a conserva-




tive approach, indicating that the Agency does not expect that many




sites will be exempt from the security standards.




     A review of various state regulations for security at hazardous



waste disposal sites indicates only limited applicability to the




issue of exemptions.  As noted in the EPA background document on




security standards, state regulations generally require the control




of access  to hazardous wastes, either through design or performance




standards.  None were found that identify an established procedure




for granting exemptions for security provisions.




     A review of other Federal regulatory programs relating to




hazardous  materials suggested that these programs also would be of




only limited applicability:
                                132

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     •  U.S. Nuclear Regulatory Commission regulations for the
        physical protection of nuclear power plants and materials
        specify detailed design standards for security, but do
        provide for exemptions under certain circumstances
        (10 CFR 73).  However, this provision was included to
        account for special cases involving the national interest
        and has not involved the drafting of formal guidance
        materials (Knapp, 1980).

     •  U.S. Department of Defense safety standards for toxic
        chemical hazards or combined toxic and explosive hazards
        include provisions for calculating the "public access
        exclusion distance" from such facilities (32 CFR 251).
        However, as detailed by Johnson (1977), the methodology
        for chemical hazard prediction is based on an atmospheric-
        diffusion model for calculating hazard-distances associated
        with chemical accidents or explosions.  Thus, the
        methodology would have little utility in most cases.

     •  Occupational Safety and Health Administration regulations
        for hazardous materials and toxic and hazardous substances
        are explicit in requirements for handling and storage, but
        do not provide for exemptions from these requirements
        (29 CFR 1910).

     These all indicate a presumption against exemptions from

security requirements.

1.2  Organization of this Chapter

     In this chapter, discussion centers on major factors relating

to the potential hazards to intruders and the risks of violating

other interim status standards that may be associated with contact

or exposure within the active portion of facilities, including:

     •  chemical and physical characteristics of the waste

     •  properties indicating hazard potential

     •  duration of hazard

     •  general considerations relating to the potential
        for violations
                                133

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     •  barriers to contact or disruption




     •  safety practices relating to equipment and structures




     Section 4.0 of this chapter presents examples of how separate




factors can be collectively considered in an evaluation of an




exemption.
                                134

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2.0  DETERMINATION OF POTENTIAL HAZARDS TO INTRUDERS




     The owner or operator must demonstrate that physical contact




with waste materials will not injure unknowing or unauthorized




persons or livestock that may enter the active portion of a facility.




These types of determinations are complex, involving a variety of




considerations.  As detailed below, considerations may include the




chemical and physical characteristics of the waste and specific




properties that indicate hazard potential.




2.1  Chemical and Physical Characteristics of the Waste




     As part of the general facility standards, the owner or




operator of a facility must develop and follow a written waste




analysis plan describing the procedures to be carried out for the




determination of the chemical and physical characteristics of the




waste.  This analysis may constitute the initial step in determin-




ing whether a hazard potential exists.




2.2  Properties Indicating Hazard Potential




     A number of guides for evaluating hazards associated with




chemical substances have been developed.  Although they discuss




pure substances and wastes are likely to be complex mixtures of




substances, they may provide some guidance.  One such guide that is




widely used is:  Dangerous Properties of Industrial Materials (Sax,




1979).  The author assigned a toxic hazard rating, a fire hazard




rating, an explosion hazard rating, and a disaster hazard rating to




each of nearly 13,000 materials.  As detailed in Table 1, toxic
                                135

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                               TABLE 1

                      SAX'S TOXIC HAZARD RATINGS
RATING                             DEFINITION
   U       Unknown

   0       Does not cause harm under conditions of normal use.  May
           produce toxic effects in humans under unusual conditions or
           overwhelming dosage.

   1       Slight toxicity.  Produces changes in the human body which
           are readily reversible and which will disappear following
           termination of exposure, either with or without medical
           treatment.

   2       Moderate toxicity.  May produce irreversible, as well as
           reversible, changes in the human body.  These changes are
           not of such severity as to threaten life or produce serious
           physical impairment.

   3       Severe toxicity.  Can cause death or serious physical
           impairment.

   Source:  Sax,  N.I.  1979.  Dangerous Properties of Industrial Materials.
            Fifth Edition.  Litton Educational Publishing, Inc.,
            Van Nostrand Rei'nnold, New York.
                                   136

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hazard ratings range from zero (0) indicating no harmful effect




under conditions of normal use, to three (3), indicating the potential




for death or serious physical impairment.  Ratings account for




route of exposure (e.g., ingestion, inhalation, skin absorption),




for acute local and system exposure, and for chronic local and




systemic exposure.




     In addition to this guide, the background document Listing of




Hazardous Wastes, §§261.31 and 261.32, and its Appendix A, Health




and Environmental Effect Profiles, provide the technical support




for 85 waste streams for which regulations have been promulgated




and 11 for which regulations have been proposed.  This document pre-




sents information on the hazards associated with each waste and may




be useful in assessing the type of security hazard for each.




2.3  Duration of Hazard




     If the wastes disposed of at a facility were known to remain




hazardous to contact for only a short period of time, security




activities, including fencing, lighting, or patrols, could pos-



sibly be waived after this time.  For example, the area might




remain fenced and posted with warning signs but need to be checked




only intermittently for damage.  The owner or operator would be




responsible for documenting this time period.  The area would still




be considered active under the definition of 40 CFR 260.10, if the




facility had not been closed in accordance with the approved closure




plan and all applicable closure requirements.
                                137

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3.0  DETERMINATION OF THE RISK OF VIOLATING OTHER INTERIM STATUS
     STANDARDS

     One of the criteria for exemption is that "disturbance of the

waste or equipment, by unknowing or unauthorized entry of persons

or livestock onto the active portion of a facility, will not cause

a violation of the requirements of this Part."  The background

document for security standards indicates that this provision is

designed to ensure the protection of the environment from hazards

resulting from releases caused by unauthorized persons.  For example,

requirements might be violated if an intruder placed incompatible

wastes in proximity, placed ignitable wastes in unapproved areas,

or disturbed cover or monitoring equipment.

3.1  General Considerations

     While some provisions of the interim status standards are

applicable to all facilities, some are specific to certain types

of facilities.  Therefore, an initial step is to identify those

standards, both general and specific, that are relevant to a parti-

cular facility.  Following this, the risk of violating the standards

should be evaluated.  These risks will vary depending on the type

of facility and the type of waste.  Of particular concern is the

potential for an intruder to:  (a) cause a spill, (b) mix incompat-

ible wastes or ignite ignitable or reactive wastes, or (3) damage con-

tainment or monitoring systems in a manner that would cause a violation.

     An owner or operator of a facility can show that a spill would

not be caused by an intruder by noting such conditions as:  (1) waste


                                138

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materials consist of a solidified and relatively immovable mass,


(2) waste containers are securely sealed and any valves are protected


from unauthorized operation or tampering, (3) containment and con-


duit structures (e.g., levees, dikes, pipelines) can not be breached


or diverted.


     Conditions that would indicate that an intruder would be unable


to mix incompatible wastes or ignite ignitable or reactive wastes


would include:  (1) the absence of these types of wastes at the


facility, (2) location of incompatible wastes in different areas of


the facility and provisions to guard against their transport (e.g.,


sealed containers too large to be moved by an intruder), (3) ignitable
                                                                    *

or reactive wastes are covered in a manner that would prevent contact


with ignited materials such as matches or cigarettes.


     Conditions that would indicate that an intruder could not


damage containment or monitoring systems that would cause a violation


would include: (1) containment or monitoring systems are inaccessible


to intruders (e.g., monitoring structures are covered by a locked


protective housing), (2) materials and design of structures (e.g.,


specifications of steel drums or concrete dikes) are such that


physical abuse by an intruder would not compromise container inte-


grity (e.g., cause punctures, cracks, uncovering of containers).


3.2  Barriers to Contact or Disruption


     At some facilities, owners or operators may seek to demonstrate


that certain features at that site, such as cover materials or
                               139

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containers, would prevent direct contact with wastes and potentially




hazardous contact with equipment or structures.   Cover materials




can be considered nonstandard barriers,  in the sense that they are




not specifically mentioned in the standards.   It should be noted




that the background document for security standards indicates a




strong presumption against weak or partial barriers to contact, such




as the six inches of daily cover applied to landfills.  In the case




of containers, compliance with standards for storage would not pre-




clude potential disturbance and exposure upon unauthorized or




unknowing entry, so meeting standards should not be used as the




basis of an exemption.




     In the case of burial or preventing physical contact by applying




cover materials, consideration should be given to guidance provided




in the background document for security standards.  The background




document clearly states that the use of daily cover, usually six




inches in depth, does not constitute adequate protection.  The




rationale for this determination is that even if a person or animal




entering the active portion of a facility does not come in contact




with waste materials, injury might be caused by falling into the




cell or by starting equipment, or the integrity of the cover might




be disturbed in violation of other RCRA standards.  It would be




possible for an owner or operator to demonstrate that burial at a




sufficient depth, adequate grading, and safety precautions relating




to equipment and structures would effectively minimize hazard potential.
                                140

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     Although an owner or operator might seek to claim exemption




based on certain structures meeting engineering specifications or




standards set by industry or government agencies, these standards




may not prevent disturbance of the waste or equipment or violation




of other standards.  An example of this is a tank that meets all speci-




fications for both engineering and interim status but does not provide




complete protection against ignition of its contents by an unwary intruder.




3.3  Safety Practices Relating to Equipment and Structures




     In addition to ensuring that physical contact with waste




materials would not result in the injury of unknowing or unautho-




rized persons or livestock or the violation of other RCRA regulations,




the criteria for exemption specify that the owner or operator of a




facility must assure that physical contact with equipment or




structures would not result in injury or violation of regulations.




Equipment and structure hazards are related to such factors as con-




struction materials, equipment or structure age, maintenance,




reliability of instrumentation and controls, and human error.  Equip-



ment and structure hazards include, for example, the unauthorized




operation of facility vehicles, unauthorized opening of containment




structures, and tampering with controls or monitoring equipment.




     Equipment and structure hazards are site-specific, thus general




guidance materials are unavailable in the literature.  Safety




precautions, such as safeguards against unauthorized operation of




vehicles (e.g., locking ignitions) or tampering with controls or




valves (e.g., construction of secure housings) should be noted.




                               141

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4.0  INTEGRATED REVIEW OF FACILITY CHARACTERISTICS




     A variety of factors must be considered when assessing the




hazard potential associated with unknowing or unauthorized entry to




the active portion of a facility.  Criteria for a determination of




low hazard potential are summarized in Table 2.  In general, analyses




pertaining to each factor involve professional judgement.   In some




cases, for example, the evaluation of the integrity of hazardous waste




containers, published standards provide informative guidance.  In




other areas, such as determining the hazard potential of wastes,




sources of guidance will vary in their applicability to specific




cases.  For most other areas, specific guidance materials are lacking.




It may be difficult to determine, for example, when the burial of




wastes is at a sufficient depth to prevent access, or when compliance




with other interim status standards would not be jeopardized by an




exemption.  In each instance, issues will have to be resolved on a




case-by-case basis.




     It is probable, however, that few facilities will possess all




the favorable elements.  No simple method is available for determin-




ing when a facility could be exempt.




4.1  Site A




     4.1.1  Setting




     • Landfill  in a remote, relatively unpopulated region




     • Six inches of cover material  is applied daily
                                 142

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     •  Wastes are toxic as determined by the extraction
        procedure (EP) of Appendix II, 40 CFR 261, with
        greater than 100 times the drinking water standard
        of chromium.

     •  Precautions have been taken at the facility to pro-
        tect equipment and structures from unauthorized
        operation or tampering.

     4.1.2  Condition

     •  Facility has no security system

     4.1.3  Suggested EPA Decision

     •  Demonstration is inadequate

     Although the facility is located in a remote area, the potential

still exists for a person or animal to gain access to the active

portion of the facility.  Such unauthorized entry may be unlikely

to result in injury since chromium is not usually toxic on contact.

However, the potential exists for the disturbance of cover materials,

resulting in a hazard.  This would indicate the. potential for viol-

ation of the interim status standards.  The facility could be

required by the Regional Administrator to install adequate security

or increase depth of cover.

4.2  Site B

     4.2.1  Setting

     •  Waste pile located on-site at a chemical manufacturing
        complex

     •  Waste pile is covered by a secured tarpaulin

     •  Physical analysis shows that waste dries to a con-
        solidated, concrete-like mass

     •  Precautions have been taken at the facility to protect
        equipment and structures from unauthorized operation
        or tampering.
                                144 '

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     4.2.2  Condition

     •  Waste facility has no separate security

     4.2.3  Suggested EPA Decision

     •  Demonstration adequate

     Although unknowing or unauthorized entry to the waste pile

has not been prevented, physical contact with the waste material

would be unlikely to result in injury of the intruder.   Further, due

to the consistency of the waste, it is unlikely that tampering with

the tarpaulin covering the material would result in a violation of

other interim status standards.
 5.0  REFERENCES CITED

 Johnson,  M.C.   1977.   Methodology for  Chemical Hazard Prediciton.
     U.S.  Department of Defense Technical Paper No.  10.  Washington,
     D.C.   75 pp.

 Knapp,  M. Personal Communication  by  telephone on  14 June  1980.
     Section Leader, Waste Management Division, Nuclear Regulatory
     Commission, Washington, D.C.

 Sax,  N.I.,  1979.  Dangerous Properties of Industrial Materials.
     Fifth Edition.  Litton Educational Publishing,  Inc.,  Van
     Nostrand Reinhold Co., N.Y.
                                145

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                                       APPENDIX A

                    INTERIM  STATUS STANDARDS  FOR SECURITY
   ??65.14 Security.
     (a) The owner or operator must
   prevent the unknowing entry, and
   minimize the possibility for the
   unauthorized entry, of persons or
   livestock onto the active portion of his
   facility, unless:
     (1) Physical contact with the waste,
   structures, or equipment with the active
   portion of the facility will not injure
   unknowing or unauthorized persons or
   livestock which may enter the active
   portion of a facility, and
     (2) Disturbance of the waste or
   equipment, by the unknowing or
   unauthorized entry of persons or
   livestock onto the active portion of a
   facility, will not cause a violation of the
   requirements of this Part.
     (b) Unless exempt under paragraphs
   (a)(l) and (a)(2) of this Section, a facility
   must have:
     (I) A 24-hour surveillance system (e.g.,
   television monitoring or surveillance by
   guards of facility personnel) which
   continuously monitors and controls
   entry onto the active portion of the
   facility; or
     (2)(i) An artificial or natural barrier
   (e.g., a fence in good repair or a fence
   combined with a cliff), which completely
   surrounds the active portion of the
   facility; and
     (ii) A means to control entry, at all
   times, through the gates or other
   entrances to the active portion of the
   facility (e.g., an attendant, television
   monitors, locked entrance, or controlled
   roadway access to the facility).
   [Comment: The requirements of
   paragraph (b) of this Section are
   satisfied if the facility or plant within
   which the active portion is located itself
   has a surveillance system, or a barrier
   and a means to control entry, which
   complies with the requirements of
   paragraph (b)(l) or (b)(2) of this
   Section.]
   (c) Unless exempt under paragraphs
 (a)(l) and (a)(2) of this Section, a sign
 with the legend, "Danger—Unauthorized
 Personnel Keep Out," must be posted at
 each entrance to the active portion of a
 facility, and at other locations, in .
 sufficient numbers to be seen from any
 approach to this active portion. The
 legend must be written in English and in
 any other language predominant in the
 area surrounding the facility (e.g.,
 facilities in counties bordering the
 Canadian province of Quebec must post
 signs in French; facilities in counties
 bordering Mexico must post signs in
 Spanish), and must be legible from a
 distance of at least 25 feet. Existing
 signs with a legend other than
 "Danger—Unauthorized Personnel Keep
 Out" may be used if the legend on the
 sign indicates that only authorized
 personnel are allowed to enter the
 active portion, and that entry onto the
'active portion can be dangerous.
 [Comment: See § 265.117(b) for
 discussion of security requirements at
 disposal facilities during the post-
 closure care period.]
Source:   Federal  Register,  19 May  1980.   45 FR 98:  33235.
                                           146

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                C. VARIANCES AND DEMONSTRATIONS

       CHAPTER 6--VARIANCE TO GROUND-WATER MONITORING

                    Part 265, Subpart F,  S265.90(c)

1.0  INTRODUCTION

1.1  Purpose of this Chapter

     The interim status standards describe a specific ground-water

monitoring program which must be implemented within one year of  the

effective date of the regulations (i.e., by November 19,  1981) at

surface impoundments,  landfills, and land treatment facilities used

to manage hazardous wastes.  An owner or operator may choose to  pre-

pare a written demonstration justifying a full or partial waiver

from some of the monitoring requirements.  This demonstration must

be certified by a qualified geologist or geotechnical engineer and

must show:

     "that there is a low potential  for migration of hazardous
      waste or hazardous waste constituents from the facility via
      the uppmost aquifer to water supply wells (domestic,  in-
      dustrial, or agricultural) or  to surface water.   This demon-
      stration must be in writing and must be kept at the facility."
      (Text of 40 CFR 265.90(c)  is in Appendix A.)

The regulations discuss the general  types of evidence needed for such

a demonstration but do not present detailed engineering or methodology

requirements.  To do so would be impractical at this time in the

regulatory process, given the wide range in site conditions.

     Written justifications will be  evaluated in two circumstances:

when the facility is inspected and when the permit is being issued.

The demonstration must be submitted  with Part B of the permit applica-

tion; it need not be forwarded to EPA at any earlier point.   It

should be stressed that if the demonstration is inadequate,  enforce-

ment action could be taken against the owner or operator  for


                               147

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 violating interim status requirements.   This may lead  to  requiring




 the collection of additional supportive information  or compliance




 with full monitoring requirements.




      This chapter is aimed at simplifying some of the  problems of




 evaluating written demonstrations.   Discussion centers on those




 factors which will be used by regulatory officials for evaluating




 the justification of a waiver.  Written justifications for partial




 waiver should show that there is a low potential for migration of




 contaminants to points of use (such as water  supply wells) or surface




 water bodies.  A full waiver can be considered only where no potential




 for contaminant migration exists.  Since ground-water  quality standards




 have not been set by EPA, the existing quality of ground  waters in  the




vicinity of the facility is not an issue which will be  addressed in  the




evaluation.  This guidance on waivers provides an overview of ground-




water analysis derived exclusively from the interim status standards.




 Permit writers or EPA analysts can then evaluate the characteristics




 of sites under interim status review on the basis of these factors.




 This overview complements the discussion of the specifics of ground-




 water monitoring technologies included in the "Permit  Writers Manual"




 (i.e., "Technical Permit Writer's Guidance Manual for  Ground-Water




 Protection  Monitoring Systems at Hazardous Waste Treatment, Storage




 and Disposal Facilities").




 1.2  Technical and Regulatory Background




      The background document for ground-water monitoring  and the




 preamble to the Subpart F regulations provide informative policy




                                 148

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guidance on evaluating demonstrations justifying the waiving of




monitoring requirements.  The former, for example, states that most




sites in the U.S. will require monitoring according to the published




standards.  It is also mentioned that at some sites in the south-




western U.S., where evaporation rates are high and water tables deep




(two factors which, as discussed later, reduce contaminant migration




potential), some or all monitoring requirements may be waived.




     Design guides and manuals published by EPA provide additional




help in site evaluation.  The "Permit Writer's Manual," currently




in draft form, provides the most significant guidance on the state-




of-the-art of ground-water monitoring.  The manual is supported by




EPA's surface impoundment assessment manual (Silka and Swearingen,




1978) and EPA's earlier ground-water monitoring manual for solid




waste sites (U.S. EPA, 1977).  A study by Roy F. Weston, Inc.




(1978), focusing on the variety of available pollution prediction




techniques, is another valuable source.  The upcoming permit writers




manual will also contain an extensive bibliography of ground-water




references.




1.3  Organization of this Chapter




     In this chapter, each of the principal factors that are a part




of an evaluation of a demonstration of low potential for contaminant




migration is discussed.  These factors include:




     •  Water balance




     •  Unsaturated zone characteristics
                                149

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     •  Saturated zone characteristics




     •  Proximity of water supply wells and  surface water




The nature of the waste materials or specifics  of  site design are




specifically excluded as bases for consideration of a waiver,  accord-




ing to policy presented in the preamble to Subpart F.   EPA cites




insufficient knowledge of these factors as the  primary reason for




their exclusion.




     Specific situations which hinder the release  and movement of




contaminants or which allow favorable acceptance of some contaminants




are highlighted in the text and summarized in Table 3.  This section




concludes with examples of how separate factor  analyses can be




effectively combined.  This chapter does not describe the technical




procedures for determining the factors (e.g., the  relative merits of




various drilling techniques), a subject which is thoroughly treated




in the permit writer's manual.
                               150

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2.0  GEOLOGIC AND HYDROLOGIC FACTORS AFFECTING CONTAMINANT
     MOVEMENT

2.1  Contaminant Movement in the Unsaturated Zone

     2.1.1  Water Balance Peterminations^

     Several characteristics of the near-surface environment of a

hazardous waste site will affect the quantity of pollutants which

would be available for ground-water recharge.  These include the

amount of precipitation which falls on the area, the amount which runs

off the ground surface, the amount which enters the soil column but

is returned to the atmosphere as evapotranspiration, and finally,

the amount which recharges the underlying saturated zone.  In some

dry locations in the western states, for example, recharge to ground

waters rarely occurs since evapotranspiration is so much higher than

precipitation.  This setting contrasts with that of the northeastern U.S.,

where annual precipitation greatly exceeds evapotranspiration.

     Simple water balance equations are often used to calculate po-

tential percolation at waste management facilities.  A methodology for

evaluation of solid waste disposal sites is presented by Fenn et al.,

(1975).  As an example of this approach, potential percolation was cal-

culated for three locations (Table 1).  On an annual basis, the equations

simplify to:

     Precipitation - runoff = infiltration;

     Infiltration - actual evapotranspiration = percolation

Where percolation is calculated as zero or a negative number, then it

is unlikely that any leachates initiated by precipitation will travel

                                 151

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past either the root zone of cover vegetation or the topmost soil




layers.



     Reviewers of water balance calculations should check basic data




included as a basis for the demonstration.  All assumptions, calcula-




tions, basic parameters and methodologies should be documented.  Run-




off can be estimated from regional maps, but it can be determined more




accurately with such on-site data as soil type, vegetative cover and




slope.  Evapotranspiration estimates are particularly subject to inter-




pretation and will vary depending on the methodology employed.  It is




preferable, therefore, to compare estimates from at least two procedures.




     Variations on the water balance equation are well suited to




landfill disposal and land treatment operations.  For the latter case,




the liquid application rate must be added to precipitation.  The most




difficult property to determine in the equation is the evaporation




or evapotranspiration rate.  The evaporative properties of impounded




hazardous waste liquids will undoubtedly deviate from open water estimates




usually published in engineering guides and atlases.  Evaporation rates



are comparatively higher at surface impoundments containing volatile




organics.   Oily liquids and similar film-forming chemicals usually



have relatively lower rates.




     2.1.2  Unsaturated Zone Characteristics




     The thickness of the unsaturated zone is  another important factor




in evaluating  the potential for contaminant migration.   If geologic
                                153

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materials are similar, the relatively thicker unsaturated zone will



provide a comparatively larger storage area for percolating fluids.



As a result, more time and surface area would be available for attenua-



tion mechanisms to act.  There are, however, no uniform standards for



total unsaturated zone thickness.  If the unsaturated zone is thin,



however, high seasonal ground waters or reduction in ground-water



pumping in the region could allow direct contact between hazardous



materials and the saturated zone.



     A useful parameter for site evaluation is the hydraulic conduc-



tivity of unsaturated materials.  Geologic materials with high hydraulic



conductivities may transmit spills of hazardous waste liquids too



rapidly for counter-measures to be effective.  Roy F. Weston, Inc.,



(1978) notes that several states, such as California, Illinois, Minne-



sota, New York and Pennsylvania, require maximum hydraulic conductivi-


              -7                                 -8
ties of 1 x 10   centimeters per second or 1 x 10   centimeters per



second for hazardous waste containment.  Unfractured clays, shales and



similar rocks frequently exhibit these characteristics.  Most geologists



and engineers would consider these values to be favorable for hindering



contaminant migration.  Silka and Sweairingen (1978) stress that hydraulic



conductivities must be interpreted along with unsaturated zone thickness.



Highly permeable gravels, even if more than 30 meters thick, were identi-



fied in the high monitoring or high pollution potential category based



on their system.  Poorly permeable clays would also fall in this category



if they are very thin (i.e., less than one meter).  Favorable factors



in an assessment of low contaminant migration potential would, therefore,


                                 154

-------
include both adequate thicknesses and low hydraulic conductivities

of underlying geologic materials.  As discussed more completely

in the section on saturated zone characteristics, test methods

employed for determining hydraulic conductivities should be examined

closely.

2.2  Contaminant Movement in the Saturated Zone

     2.2.1  Saturated Zone Characteristics

     The saturated zone is of particular significance since it is the

horizon where ground waters are used for water supply.  The two most

important physical factors of the saturated zone are thickness and

permeability (or hydraulic conductivity).  A thicker saturated zone

will allow greater dilution in background waters, all other things

being equal.  This statement should be qualified for two important

reasons:

     •  Some waste plumes because of low overall density or,
        in some cases, their entrance near ground-water dis-
        charge zones (see Freeze and Cherry, 1979) exhibit
        little mixing,

     •  Thicker saturated zones are often associated with
        aquifers tapped by drinking water wells, a contrast-
        ing property.

No broad-based thickness classification systems are appropriate for

determining pollution potential.

     The hydraulic conductivity of saturated materials is a principal

design factor for site assessments.  As mentioned earlier, many state

agencies require maximum unsaturated and saturated zone conductivities
         —7          —8
of 1 x 10   to 1 x 10   centimeters per second for hazardous waste


                                155

-------
disposal.  These figures are characteristic of poorly permeable,  clay-




rich sediments, or some unfractured bedrock.   While some geologists




consider conductivities of 1 x 10   in this category, the states  cited




by Roy F. Weston, Inc. (1978) usually permit such sites for municipal




solid wastes rather than hazardous wastes.   Examples of how these




values affect the rate of contaminant movement are displayed in Table 2.




A modified form of Darcy's law was used in the calculations.  The




examples support the contention that finer-textured sediments slow the




spread of contamination.  Transport rates are less than one inch per




year in the clays, about 120 feet per year in the fine to very fine




sands, and a rapid 1.6 miles per year in the sands and gravels.  Another




factor which affects contaminant migration, watertable slope, is  also




highlighted in Table 2.  Greater slopes will, of course, allow faster




movement.




     Undoubtedly the most difficult factor to determine accurately in




this method is hydraulic conductivity.  Unlike determinations of  ground-




water elevations or soil textures, conductivity determinations on the




same materials differ widely depending on the test method employed.




Reproducing field conditions is especially complex.  Three principal




procedures are available (these are fully discussed in the permit




writer's manual):




     •  Analogies to published values - Drillers' logs or geologists'




reports of site materials can be compared to published tables of




conductivity values.  These published values rarely include the exact




sediment, rock types, or mixtures of geologic materials found in




                                 156

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specific field locations, however.




     •  Laboratory tests of actual field samples - Soil or rock




corings taken from the hazardous waste site can be tested in the




laboratory using a variety of techniques.   The principal problem




is in reproducing field conditions in the laboratory.  Most cores will




be extremely disturbed and reoriented before testing.  Some methods




of undisturbed sampling and testing appear promising.  These will




probably be described in the permit-writers manual.




     •  In-situ field tests - Field procedures range from short-term




"slug" tests, where a small volume of water is added or removed from




the well and the well response is noted, to long-term pump tests (see




Freeze and Cherry, 1979, for details).  Field tests may be given anomal-




ously high values if the packing material around the well is thick and




more permeable than the surrounding sediments.  Similarly, field tests




may produce lower figures where the well contacts fine-grained materials




which plug the well screen openings.




     Considering these complications, it would be best if the written




demonstration include estimates of hydraulic conductivity from at




least two methods.  To be safe, the highest conductivity values should




be used unless there is evidence that such figures are unrepresentative.




     2.2.2  Proximity to Water Supply Wells or Surface Waters




     A favorable factor for a demonstration of low potential for con-




taminant migration would be the lack of water wells in the vicinity of the




hazardous waste area.  As documented in Table 2, factors such as hydraulic







                                  158

-------
conductivity and watertable slope strongly affect the rate of con-




taminant movement.  Thus, both time and distance to nearby wells is




important.  Extra care should be taken to see whether wells down-




gradient of the site are tapping aquifers which could be polluted.




Since waste facilities can cause ground-water mounding,  leading to




a reversal of gradients,  some originally upgradient wells should also




be examined.




     The Subpart F regulations recognize the potential interconnections




between aquifers at different depths.   The potential for contamination




of relatively deeper aquifers is usually low if, for example:




     •  The two aquifers are separated by thick, impermeable strata




and no other hydrologic interconnections exist (e.g., abandoned, poorly




sealed wells).




     •  The hydraulic head (the level  to which water will rise in a well)




of the deeper aquifer is higher than that of the upper water zone and




will remain so throughout the project  and post-closure planning period.




     Several sections of the country rely on ground water as the only




economically feasible drinking water source.  A few of these aquifers




(such as those beneath Nassau and Suffolk Counties on Long Island;




Spokane, Washington; and the Edwards Aquifer area of Texas), have




already been designated as sole source aquifers under the Safe Drinking




Water Act.  Many others are under consideration through the program




administered by EPA's Office of Drinking Water.  Considering the signifi-




cance of sole-source aquifers, therefore, the presence of such an aquifer




beneath a hazardous waste site would be a serious deterent to that site



                                 159

-------
being declared to have low potential for contaminant, migration




to water supply wells.




     In most states in the humid regions of the U.S., streams and




lakes are sustained by continual,  local ground-water flow.   Subsurface




contamination in these areas poses a potential for fostering surface




water quality problems.  In contrast, streams in many western and




southwestern states originate in mountainous areas but lose runoff to




ground-water zones in the balance of the downstream watershed.  Flow




paths for ground-water discharge tend to be much longer, and local




contamination of surface waters is less likely.  In general, the latter




settings constitute a lower contamination potential.  Since no uniform




surface water standards have been adopted by EPA, these have not been




included in the interim status standards.
                                 160

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3.0  INTEGRATED REVIEW OF SITE CHARACTERISTICS




     As discussed earlier, many geologic and hydrologic factors must




be considered when assessing a site for contaminant migration potential.




The principal criteria which support a demonstration of low migration




potential are summarized in Table 3.  Factor analysis will involve some




degree of professional judgement.  There are, for example, generally




acknowledged ideas of what constitutes "low" hydraulic conductivity.  In




contrast, it is difficult to say when an unsaturated zone is "thick




enough," when water wells are "far enough away" or when surface waters




will not be affected.  Until there is a more complete understanding of




the hydrologic aspects of hazardous waste management, many of these




issues will have to be resolved based on a case-specific review by




qualified professionals.




     The preamble to Subpart F states that demonstrations supporting




a full waiver must show no contaminant migration potential while those




supporting a partial waiver must show low contamination potential.  No




simple system is available for determining how many factors must be




present to justify varying degrees of exemptions.  This problem is further




complicated by the wide range in site conditions.  Three hypothetical




scenarios of hazardous waste management are presented to show the type




of logic which may be used in regulatory analysis.  The examples include




only the summary points of what would be a much more detailed written




demonstration.
                                 161

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3.1  Site A




     3.1.1  Demonstration of Geologic and Hydrologic Conditions




     •  Desert basin in a southwestern state




     •  Test drilling at an adjoining construction site has shown




that the watertable is 100 feet below the ground surface and the




unsaturated and saturated hydraulic conductivities are very low.




These conductivities were established by field and laboratory testing.




     •  Surface waters from a reservoir ten miles away are used for




all drinking water purposes.




     •  Local streams flow only after rainstorms and are not recharged




by ground water.




     o  No wells are located on-site and the only old wells in the




area were abandoned due to inadequate supply.




     3.1.2  Requirements Requested to be Waived




     •  Waive monitoring program entirely




     3.1.3  Suggested EPA Decision




     *  Justification adequate




     The applicant has provided enough data to indicate that little




infiltration is likely, that subsurface movement is slow, and that




ground water is not used for a water supply nor does it support sur-




face water flow.  These are all favorable factors to a demonstration




of no contaminant migration potential.




3.2  Site B




     3.2.1  Demonstration of Geologic and Hydrologic Conditions
                                163

-------
     •  Southeastern state with a locally growing industrial base.




     o  Pre-construction drilling and testing have identified a




shallow, thin aquifer separated from a deep bedrock aquifer by 25




feet of shale with a very low hydraulic conductivity.   The hydraulic




head of the deeper aquifer is just above that of the uppermost




aquifer.




     0  Only the deep aquifer is used for water supply.   Some domestic




and industrial wells are found within two miles of the site.




     •  Local surface waters are supported by springs which arise




from the deeper aquifer.




     3.2.2  Requirements Requested to be Waived




     •  Waive monitoring program entirely.




     3.2.3  Suggested EPA Decision




     a  Justification inadequate




     Although a shale bed with low hydraulic conductivity is present,




the hydraulic head relationships may change in the future.  Expanded




development of industrial water supplies in the future could lead to




a net downward gradient of contaminants from the uppermost aquifer to




the deeper source of supply.  Surface waters might also be threatened




under these conditions.  The data do not support the removal of the




safeguards of the ground-water monitoring program in this case.




3.3  Site C




     3.3.1  Demonstration of Geologic and Hydrologic Conditions




     •  Northeastern state
                                 164

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     •  No subsurface investigations have been carried out on the
site or on neighboring properties.   Maps of the surrounding area and
regional geologic reports indicate  that the site is underlain by
between 5 and 20 feet of clay-rich  glacial till and, below the till,
a 40-foot thick coarse sand and gravel aquifer.
     •  Many wells in the region tap the sands and gravel, although
the closest "upgradient" and "downgradient" wells are about one mile
away.
     •  No monitoring wells are located on-site.
     3.3.2  Requirements Requested  to be Waived
     •  Waive the requirement for on-site monitor wells,
     •  Utilize the existing drinking water wells for monitoring.
     3.3.3  Suggested EPA Decision
     •  Justification inadequate
     Although the clay-rich layer could retard pollutant  migration
to water supply wells or surface waters, the existence, thickness
and hydrogeologic properties of this layer have not been  verified.
This would be a crucial feature since the underlying aquifer is already
tapped for drinking water purposes.  Contaminants could travel quickly
through saturated sections and, if  first detected at the  drinking water
wells one mile away, would constitute a major contamination problem.
The evidence justifying a waiver from the monitoring requirements is
inadequate and the potential for contaminant migration too great to
allow deviation from the program designated in the interim status
standards.
                                 165

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 4.0  REFERENCES CITED

 1.   Fenn,  D.G., K.J.  Hanley,  and  T.V. DeGeare,  1975.   Use  of the
     Water  Balance Method for  Predicting  Leachate Generation from
     Solid  Waste Disposal Sites.   EPA/530/SW-168.

 2.   Freeze, R.A. and  J.A.  Cherry,  1979.   Groundwater.   Prentice
     Hall,  Inc., Englewood  Cliffs,  New Jersey.

 3.   Silka, L.R. and T.L. Swearingen, 1978.  A manual  for Evaluating
     Contamination Potential of Surface Impoundments.   EPA  570/9-78-003.

 4.   U.S.  Environmental Protection Agency, 1977.  Procedures Manual
     for  Ground Water  Monitoring at Solid Waste  Disposal Facilities.
     EPA  530/SW-611.

 5.   Weston, Roy F., Inc.,  1978.   Pollution Prediction Techniques  for
     Waste Disposal Siting  - A State-of-the-Art  Assessment.   U.S.
     Environmental Protection Agency Final Report, Contract 68-01-4368.
                                APPENDIX A
                      INTERIM STATUS STANDARDS  FOR

           WAIVER  OF GROUND-WATER MONITORING  REQUIREMENTS
   (c) All or part of the ground-water
 monitoring requirements of this Subpart
 may be waived if the owner or operator
 can demonstrate that there is a low
 potential for migration of hazardous
 waste or hazardous waste constituents
 from the facility via the uppermost
 aquifer to water supply wells (domestic,
 industrial, or agricultural) or to surface
 water. This demonstration must be in
 writing, and must be kept at the facility.
 This demonstration must be certifies by
 a qualified geologist or geotechnicai
 engineer and must establish the
 following:
   (1) The potential for migration of
 hazardous waste or hazardous waste
 constituents from the facility to the
. uppermost aquifer, by an evaluation of:
  (i) A water balance of precipitation,
evapotranspiration, runoff, and
infiltration; and
  (ii) Unsaturated zone characteristics
(i.e., geologic materials, physical
properties, and depth to ground water);
and
  (2) The potential for hazardous waste
or hazardous waste constituents which
enter the uppermost aquifer to migrate
to a water supply well or surface water,
by an evaluation of:
  (i) Saturated zone characteristics (i.e.,
geologic materials, physical properties,
and rate of ground-water flow); and
  (ii) The proximity of the facility to
water supply wells or surface water.
                                      166

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               C.  VARIANCES AND DEMONSTRATIONS




           CHAPTER 7--VARIANCE TO POSTCLOSURE CARE




                             §265.117(d)






     Section 265.117 requires that  the  owner  or  operator  of a dis-




posal facility provide post-closure care  including  groundwater




monitoring and maintenance of the final cover, containment structures,




and monitoring equipment,  in accordance with  an  approved  post-closure




plan for at least 30 years after the date that closure  is completed.




However, the owner or operator may  petition the  Regional  Administrator




to allow some or all of the requirements  for  post-closure care to be




discontinued or altered before the  end  of the 30-year period.  Alter-




natively, the Regional Administrator may  require the owner or




operator to continue post-closure activities  for a  specified period




of time, after which he will determine  whether to continue or ter-




minate post-closure activities at the facility.




     Reducing the Post-Closure Care Period




     Groundwater monitoring is the  most expensive and controversial




aspect of post-closure care.  However,  little information exists on




the long-term containment  or sub-surface  movement of hazardous waste.




Such general information is necessary for evaluation of petitions to




reduce post-closure monitoring; therefore, the Agency has little




basis for making these evaluations  at this time.  However, since




petitions for reduction of post-closure requirements will not be




submitted until facility closure, and relatively few facilities are




expected to close in the near future, the Agency has three to five




years to develop the necessary information on long-term movement of




hazardous waste.                  157

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     At present, only those facilities which demonstrate a low

potential for migration of hazardous constituents to or through the

groundwater and waive some or all of the groundwater monitoring

requirements during the operating period can expect a reduction in

post-closure monitoring requirements.

     Increasing the Post-Closure Care Period

     The Regional Administrator can increase the period of post-

closure care.  Such an increase could be required based on:

     1.  Observations which indicate the containment mechanism
         at the facility has failed, or

     2.  Detection of releases of hazardous waste to local
         ground or surface water.

     Additional guidance on such increases will be available long

before the first facility approaches the end of the specified 30-

year post-closure period.
                                 168

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              C.  VARIANCES AND DEMONSTRATIONS
 CHAPTER 8--DEMONSTRATION FOR GROWING FOOD-CHAIN CROPS
                   Part 265, Subpart M,  S265.276
1.0  INTRODUCTION
     The purpose of this chapter  is to provide guidance to the EPA
Regional Administrator and  regional personnel on the factors to be
considered in allowing the  growing of food chain crops on land
treatment facilities used for  the treatment and disposal of hazardous
wastes.  This guidance is not  intended to provide technical criteria
for decision making but rather to present a framework for consider-
ations of relevant factors.
     This document discusses only those regulations for land treat-
ment facilities  that pertain to food chain crops.  Subpart M of
40 CFR 265 contains the regulations for operation of land treatment
facilities.
                               169

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2.0  REGULATORY REQUIREMENTS FOR FOOD CHAIN CROPS




     The regulations contained in 40 CFR 265.276 prohibit growing




food chain crops on the treated area of hazardous waste land treat-




ment facilities unless specific conditions are met.  "Food chain




crops", as defined in 40 CFR 260.10(2)(23), are tobacco, crops grown




for human consumption, and crops grown for feed for animals whose




products are consumed by humans.  These regulations, outlined in




Table 1, apply generally to all hazardous wastes added to land treat-




ment facilities, with additional regulations for wastes containing




cadmium.  Appendix A contains the interim status standards applicable




to the growing of food chain crops on land treatment facilities.




     As specified in Section 265.276(a), owners or operators of




hazardous waste land treatment facilities on which food chain crops




are being grown, or have been grown and will be grown in the future,




must notify the Regional Administrator by 19 January 1981 if they



intend to grow food chain crops during the interim status period.




A comment in this section further requires that an owner or operator




who proposes to grow food chain crops after 19 November 1980 on a




facility where this has not been done previously notify the Regional




Administrator of the intent, since this is a significant change in




process under 40 CFR 122.23(c)(3).  In accordance with Section 265.273




(Waste Analysis), if food chain crops are grown, an owner or operator




must analyze the waste to be land treated for arsemic, cadmium, lead,




and mercury unless written and documented data are available to show
                               170

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                              TABLE 1

               STEPS FOR GROWING FOOD CHAIN CROPS ON
             HAZARDOUS WASTE LAND TREATMENT FACILITIES


1.  Notify the Regional Administrator of intent to grow food chain
    crops by 19 January 1981.

2.  Submit a revised Part A permit application as required  under
    40 CFR 122.23(c)(3).

3.  Determine the concentrations in the waste of arsenic, cadmium,
    lead, mercury, and other hazardous constituents identified  in
    40 CFR 265.273(b), unless the owner or operator has written,
    documented data showing that the constituent is not present.

4.  Provide evidence from field testing demonstrating that  arsenic,
    lead, mercury and other waste constituents listed in Part 261,
    Subpart D, either:

         • will not be transferred to the food portion of the
           crop by direct uptake or direct contact and

         • will not be ingested by food chain animals (e.g.,
           by grazing)
    or:

         • will not occur in greater concentrations in the
           crops grown on the land treatment facility than
           in the same crops grown on untreated soils under
           similar conditions in the same region.

5.  Keep the evidence required above in the operating record at the
    facility.  Evidence must:

         • be based on tests for the specific waste and
           application rates used at the facility, and

         • include descriptions of:

           - crop characteristics
           - soil characteristics
           - sample selection criteria
           - sample size determination
           - analytical methods
           - statistical procedures
                                171

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                        TABLE 1 (Concluded)

6.  If wastes contain cadmium,  control by one of  the following sets
    of conditions (both require control of pH):

         • Controls on application rate:

           - The pH of the waste and soil mixture must meet
             the limits specified in §265.271(c)(1)(i).

           - Where tobacco, leafy vegetables, or  root crops
             are grown for human consumption, annual applica-
             tion of cadmium in the waste must meet  the limits
             specified in §265.276(c)(1)(ii).

           - For other crops, the annual cadmium  application
             must meet the limits specified in §265.276(c)(1)(iii).

         • Controls on the crop and its marketing:

           - The only food chain crop produced is animal feed.

           - The pH of the waste and soil mixture must be
             controlled as specified in §265.276(c)(2)(ii).

           - A facility operating plan must describe how
             aniaml feed will be distributed to  prevent human
             ingestion.

           - Future property owners must be notified on the
             land record or property deed that cadmium-containing
             wastes have been applied and that food  chain crops
             should not be grown.

7.  Ensure that growth of food chain crops complies  with these regu-
    lations during post-closure period.
                                172

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a constituent is not in the waste.  In addition, all land treatment




facilities must analyze for the constituents causing the waste to




be listed or to fail the E.P. toxicity test.




2.1  Regulations for Wastes Containing Cadmium




     Two alternatives apply to growing food chain crops on land




treatment facilities receiving wastes containing cadmium.  The first




alternative incorporates three site management controls:  (1) con-




trol of the pH of the waste and soil mixture; (2) limits on annual




cadmium application; and (3) limits on cumulative cadmium




application.  The cadmium application limits are specified in




Section 265.276(c)(1).




     The other alternative places control on crops and their marketing




through the following four control measures:  (1) the crops can




only be used as animal feed; (2) the pH of the soil must be main-




tained at 6.5 or above for as long as food chain crops are grown;




(3) a facility operating plan must describe how the animal feed




will be distributed to prevent human ingestion;  and (4) future



owners must be notified by stipulations in land records or property




deeds that cadmium-containing wastes have been applied and food




chain crops should not be grown.




2.2  Regulations for Wastes Containing Other Specified Constituents




     For all other hazardous wastes, a more generalized approach is




used.  Crops may not be grown unless the owner or operator can




demonstrate, based on field testing, specified uptake and
                               173

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transference characteristics.   These demonstrations will be evaluated




either during interim status at the discretion of EPA or when the




Part B permit application is submitted.



     To make this determination, either  of two conditions must be




satisfied.  The first condition is that  prior to growing a food




chain crop, the owner or operator must document that any arsenic,




lead, mercury, or other specified hazardous constituents listed or




failing the E.P. toxicity test will not  be transferred to the food




portion of the crop either by plant uptake or direct contact or to




food chain animals.  The alternative condition is that if a specified




constituent is transferred, it may not occur in greater concentrations




in crops grown on the land treatment facility than in crops grown




on untreated soil in the same region under similar conditions.




     An owner or operator must use actual field studies of the crop




for demonstration purposes.  For example, soil type, soil moisture,




soil pH, and soil nutrients should be similar at both the actual




facility and the control sites.  Methods used for comparative



analyses in the demonstration must also be documented, including




sample selection criteria, sample size determination, analytical




methods, and statistical procedures.  The preamble to the regulations




states that, in order to determine compliance prior to waste applica-



tion, the  owner or operator must pretest a sample crop using the




type of waste and application rate that will be used at the




facility.
                                174

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2.3  Use of Published, Documented and Existing Data

     Under certain circumstances the use of published or documented

data may be allowable in accordance with the regulations.  Section

265.273(c) states that written, documented data may be used to show

that arsenic, cadmium, lead and mercury are not present in a parti-

cular waste.  Section 265.13(2) also states that the general waste

analysis may include existing published or documented data on the

hazardous waste or on waste generated from similar processes.  The

data may be obtained by the owner or operator, or for off-site

facilities, by the generator.  However, the disposer is ultimately

responsible for providing the information upon request.

2.4  Field Tests Requirements

     Requirements related to field testing are:

     •  Testing must be carried out in the field to demonstrate
        transference and uptake characteristics [(§265.276(b)(1)J.

     •  The same crops must be grown on untreated and treated
        soil under similar conditions in the same region
        [§265.276(b)(l)(ii)].

     •  The specific waste and application rates used at the
        facility must be used for the tests [ §265.276(b)(2)(i)] .

     In order to demonstrate whether any arsenic, lead, mercury,  or

other hazardous constituents in the waste are transferred to the

food portion of the crop by uptake or direct contact, an initial

crop should be grown on treated soil.  If this crop shows no trans-

ference, then it can be grown on the land treatment facility.  If

the test shows transference, then further tests are required to
                                175

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   demonstrate whether the transference is greater on treated than on




   untreated soils.




        A possible procedure for further tests, if space is available,




   would be to grow the test crop and a control crop in adjacent fields,




   one treated and the other not treated with the hazardous waste.  If




   the fields were not adjacent, the owner or operator would be required




   to demonstrate that conditions were similar in the test and control




•  fields, possibly with statistical tests of parameters such as soil




   moisture.  "Similar conditions" includes not only soil conditions,




   such as pH and nutrients, but also cropping conditions, for example,




   depth of planting and type of harvesting.  Only conditions that




   affect the uptake or transference characteristics would be considered.




        The test crop on treated soil would have to be grown again each




   time the waste or the waste application rate was changed, and for




   each plant species and each planting of that species.
                                   176

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3.0  INTEGRATED REVIEW OF REQUIREMENTS




     The information required for the demonstration of (1) whether




constituents are transferred, or (2) if they are transferred whether




transference is greater on treated than on untreated areas must be




considered collectively.  Table 2 gives a suggested format for




inclusion of relevant factors and serves as both a report on them




for the owner or operator and a suggested check list for the




Regional Office reviewer.




     As mentioned above, the applicant must notify the Regional




Administrator if crops are currently being grown or if the applici-




cant has grown crops and intends to grow crops in the future.  The




report should reiterate this information for each crop in cross




references.  Section 2 gives general information on the crop to be




grown and the site on which it is to be grown.




     In Section 3 specifics about the waste analysis, which is




required to determine the concentrations of arsenic, cadmium, lead,




and mercury in the waste, is  presented,  If the owner or operator can




show that any of these constituents are not present, the supporting




information for this should be presented here.  For any wastes in




which arsenic, lead, mercury, or other specific hazardous consti-




tuents are present, Section 4 can be used to demonstrate whether




transference of the constituent occurs and, if it occurs, whether




it is greater on treated than on untreated land.  Methodologies,




including sample selection criteria, sample size determination, and
                                177

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analytical and statistical procedures,  should be given for both the




crop and soil tests.




     For the application of wastes containing cadmium, additional




information on application rates, pH, and use of the crop must be




provided, depending upon the control approach used CSection 5).




The operating plan requested in this section should tell how the




owner or operator will ensure that the proper pH is maintained.




This may include routine soil monitoring and requirements for




liming the soil when necessary for pH control.  The operating plan




must describe how the animal feed grown under the second control




approach will be distributed to prevent ingestion by humans.  Con-




tracts with animal feed lots for all of the feed to be grown




could be submitted as proof of compliance with the second control




approach.




     Compliance with the regulations on food chain crops must be




addressed in the post-closure plan for the land treatment facility.




The owner or operator must indicate how this compliance will be




achieved.  This part of the post-closure plan should be included




as Section 6 of the demonstration.
                                178

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                               TABLE 2

                          SAMPLE FORMAT FOR
                    FOOD CHAIN CROP DEMONSTRATION


1.  NOTIFICATION

    a.  Date of initial notification

    b.  Check one:  	 presently growing food chain crops

                         intend to grow food chain crops in
                         the future (estimated date)

2.  CROP INFORMATION

    a.  Crop to be grown

    b.  Variety

    c.  Site location

    d.  Size of site

    e.  Proposed use of crop

    f.  Irrigation method, if any

    g.  Cropping procedures

    h.  Liming rate and method of application for pH  control

3.  WASTE ANALYSIS

    a.  Analyses performed (date)

    b.  Supporting data submitted

    c.  Data provided showing that arsenic, cadmium,  lead,  and
        mercury are not in waste
                                 179

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                        TABLE 2 (Continued)

4.  DEMONSTRATION FOR WASTES CONTAINING ARSENIC, LEAD,  MERCURY,  OR
    OTHER SPECIFIC CONSTITUENTS
    a.   Methods used for soil analysis provided:
          Sample selection criteria
          Sample size determination
          Analytical methods used
          Statistical procedures used
          Other (describe)
    b.   Soil analysis
                                   Test Crop	Control Crop
        Soil Type
        Soil Moisture
        Soil pH
        Soil Nutrients
        Cation Exchange Capacity
    c.   Summary of methods used for crop analysis provided:
          Sample selection criteria
          Sample size determination
          Analytical methods used
          Statistical procedures used
          Other (describe)
    d.   Crop analysis
                                   Test Crop
                                  (Use for demon-
                                   stration of no
                                   transference)	Control Crop
        Arsenic
        Lead
        Mercury
        Additional Constituents that caused waste to be hazardous
        (list)
                                180

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                        TABLE 2 (Concluded)


5.  CONTROLS FOR WASTES CONTAINING CADMIUM (to be included in
    operating record)

    a.   Approach used (either 1 or 2 is required)

        1.   Controls on application rate

            - crop grown
            - pH of waste and soil mixture
            - background pH
            - annual application rate
            - plan to ensure required pH and application limits

        2.   Controls on the crop and its marketing

            - animal food grown
            - pH of waste and soil mixture
            - demonstration in operating plan of how human
              ingestion will be prevented yes/no
            - stipulation in land record or property deed yes/no

6.  PLAN FOR ENSURANCE OF COMPLIANCE WITH REGULATIONS DURING POST-
    CLOSURE PERIOD (Section of post-closure plan)
                                181

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                                        APPENDIX  A
                            INTERIM STATUS  STANDARDS  FOR
                                    FOOD CHAIN CROPS
 § 265.276  Food chain crops.
   (a) An owner or operator of a
 hazardous waste land treatment facility
 on which food chain crops are being
 grown, or have been grown and will be
 grown in the future, must notify the
 Regional Administrator within 60 days
 after the effective date of this Part.
 [Comment: The growth of food chain
 crops at a facility which has never
 before been used for this purpose is a
 significant change in process under
 § 122.23(c)(3) of this Chapter. Owners or
 operators of such land treatment
 facilities who propose to grow food
 chain crops after the effective date of
 this Part must comply with § 122.23(c)(3)
 of this Chapter.)
   (b)(l) Food chain crops must not be
 grown on the treated area of a
 hazardous waste land treatment facility
 unless the owner or operator can
 demonstrate, based on field testing, that
 any arsenic, load, mercury, or other
 constituents identified under
 §265.273(b):
   (i) Will not be transferred to the food
 portion of the crop by plant uptake or
 direct contact, and will not otherwise be
 ingested by food chain animals (e.g., by
 grazing); or
   (ii) Will not occur in greater
 concentrations in the crops grown on the
 land treatment facility than in the same
 crops grown on untreated soils under
 similar conditions in the same region.
   (2) The information necessary to make
 the demonstration required by
 paragraph (b)(l) of this Section must be
 kept at the facility and must, at a
 minimum:
   (i) Be based on tests for the specific
.waste and application rates being used
 at the facility; and
   (ii) Include descriptions of crop and
 soil characteristics, sample selection
 criteria, sample size determination,
 analytical methods, and statistical
 procedures.
   (c) Food chain crops must not be
 grown on a land treatment facility
 receiving waste that contains cadmium
 unless all requirements of pa' agraph
 (c)(l)(i) through (iii) of this Section or all
 requirements of paragraph (c){2)(i)
 through (iv) of this Section are met.
  (1) (i) The pH of the wiste and soil
mixture is 6.5 or greater at the time of
each waste application, except for
waste containing cadmium at
concentrations of 2 mg/kg (dry weight)
or less;
  (ii) The annual  application of
cadmium from waste does not exceed
0.5 kilograms per hectare (kg/ha) on
land used for production of tobacco.
leafy vegetables,  or root crops grown for
human consumption. For other food
chain crops, the annual cadmium
application rate does not exceed:
        Ttmepflood
       Annual Cd
      application rate
        (kg/he)
Present to June 30.1984	
July 1. 1964 to Dec. 31. 1986..
Beginning Jan. 1.1987	
                20
                1JZS
                OS
  (iii) The cumulative application of
cadmium from waste does not exceed
the levels in either paragraph
(c)(l)(iii)(A) of this Section or paragraph
(c)(l)(iii)(B) of this Section.
                  (A)
      Sod cation
    exchange capacity
      (meq'IOOs)
    Maximum cumulative
     application (kg/M

Background  Background
  soil pH     (oil pH
less than 6.5  greater than
            65
Less than 5	_.
5-15	
Greater lhan 15 ..
                 S
                 10
                 20
  (B) For soils with a background pH of
less than 6.5. the cumulative cadmium
application rate does not exceed the
levels below: Provided, that the pH of
the waste and soil mixture is adjusted to
and maintained at 6.5 or greater
whenever food chain crops are grown.
  Soil cation exchange capacity
        (moq/lOOg)
    Maximum cumulative
     application (kg/ha)
Less than 5	
5-15	
Greater than 15...,
                 5
                 10
                 20
                                            182

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  (2)(i) The only food chain crop
produced is animal feed.
  (ii) The pH of the waste and soil
mixture is 6.5 or greater at the time of
waste application or at the time the crop
is planted, whichever occurs later, and
this pH level is maintained whenever
food chain crops are grown.
  (Hi) There >s a facility operating plan
which dem^f-strates how the animal
feed will be distributed to preclude
ingestion by humans. The facility
operating plan describes the measures
to be taken to safeguard against
possible health hazards from cadmium
entering the food chain, which may
result from alternative^land uses.
  (iv) Future property'owners are
notified by a stipulation in the land
record or property deed which states
that the property has received waste at
high cadmium application rates and that
food chain crops should not be grown,
due to a possible health hazard.
[Comment: As required by § 265.73, if an
owner or operator grows food chain
crops on his land treatment facility, he
must place the infcrmation developed in
this Section in the operating record'of
the facility.]
§ 122.23  Interim status.
  (c) Changes during interim status. (1)
New hazardous wastes not previously
identified in Part A of the permit
application may be treated, stored, or
disposed of at a facility if the owner or
operator submits a revised Part A permit
application prior to such a change;
  (2) Increases in the design capacity of
processes used at a facility may be
made if the owner or operator submits a
revised Part A permit application prior
to such a change (along with a
justification explaining the need for the
change) and the Director approves the
change because of a lack of available
treatment, storage, or disposal capacity
at other hazardous waste management
facilities;
  (3) Changes in the processes for the
treatment, storage, or disposal of
hazardous waste mav be made at a
facility or additional processes may be
added if the owner or operator submits
a revised Part A permit application prior
to such a change (along with a
justification explaining the need for the
change) and the Director approves the
change because:
  (i) It is necessary to prevent a threat
to human health or the environment
because of an emergency situation, or
  (ii) It is necessary to comply with
Federal regulations (including the
interim status standards at 40 CFR Part
265) or State or local laws.
                                            183
                                                          *UA GOVERNMENT PRINTING OFFICE: 1981  345-934/9289
                                                                                                    1-3

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U.S. Environn-r^l Protection Agenc#j
Region V,  U'::ary            ^^ .
230 South Dearborn SUree"
Chicago, Illinois   60604

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