DOE G 151.1-1 V2, Hazards Survey and Hazards Assessments
This volume is to assist DOE Operations/Field Offices and operating contractors in complying with the DOE O 151.1 requirement that Hazards Surveys and facility-specific Hazards Assessments be prepared, maintained, and used for emergency planning purposes. Canceled by DOE G 151.1-2.
Superseded By:
DOE G 151.1-2, Technical Planning Basis on Jul 11, 2007
Version history and related documents
Superseded by
A newer version replaces this document.
- DOE G 151.1-2Technical Planning Basis (Jul 11, 2007)
Document text
Text extracted from the attached file. Refer to the original document for the authoritative version.
Section 1
Emergency
Management
Guide
VOLUME II
DOE G 151.1-1
8-21-97
HAZARDS
SURVEYS
AND
HAZARDS
ASSESSMENTS
August 1997
Department of Energy
Office of Emergency Management
Office of Nonproliferation
and National Security
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TABLE OF CONTENTS
1. INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1
2. HAZARDS SURVEYS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
2.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
2.2 Identify and Describe the Facility . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
2.3 Identify Generic Emergency Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-2
2.4 Qualitatively Describe Potential Impacts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-3
2.5 Identify Applicable Planning and Preparedness Requirements . . . . . . . . . . . . . 2-4
3. HAZARDS ASSESSMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1
3.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1
3.2 Define and Describe Facility and Operations . . . . . . . . . . . . . . . . . . . . . . . . . 3-2
3.3 Identify and Screen Hazardous Chemical or Radioactive Material . . . . . . . . . . 3-3
3.3.1 Identification of Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3
3.3.2 Screening Thresholds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4
3.3.3 Other Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4
3.4 Characterize Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5
3.5 Analyze Emergency Events and Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-7
3.5.1 Identify Primary Barriers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-8
3.5.2 Identify Failure Modes of Primary Barriers . . . . . . . . . . . . . . . . . . . . . 3-8
3.5.3 Estimate Magnitude of Release From Primary Barrier . . . . . . . . . . . . . 3-9
3.5.4 Assess Effects of Secondary Barriers and Mitigative Features . . . . . . . 3-9
3.5.5 Estimate Source Term . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-9
3.5.6 Malevolent Acts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-11
3.5.7 Common Industrial Building Fires . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-11
3.6 Estimate Consequences . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-12
3.6.1 Facility boundary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-13
3.6.2 Other onsite receptors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-13
3.6.3 Site boundary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-14
3.6.4 Other offsite locations of interest to emergency planners . . . . . . . . . . 3-14
Section 2
4. EMERGENCY PLANNING ZONES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1
4.1 Background . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1
4.2 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
4.3 Developing Proposed EPZs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
5. MAINTAINING THE HAZARDS SURVEY
AND HAZARDS ASSESSMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1
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6. USING HAZARDS ASSESSMENT RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1
7. BIBLIOGRAPHY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1
APPENDIX A
FACILITY AND SITE BOUNDARY GUIDELINES . . . . . . . . . . . . . . . . . . . . . . . . A-1
APPENDIX B
CONSEQUENCE THRESHOLDS FOR USE
IN FACILITY HAZARDS ASSESSMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B-1
APPENDIX C
EXAMPLE APPLICATION OF THE HAZARDS SURVEY
GUIDANCE TO A HYPOTHETICAL DOE SITE . . . . . . . . . . . . . . . . . . . . . . . . . . C-1
APPENDIX D
EXAMPLE APPLICATION OF THE
HAZARDS ASSESSMENT METHOD
TO A HYPOTHETICAL DOE FACILITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D-1
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1. INTRODUCTION
The purpose of this volume is to assist Department of Energy (DOE) Operations/Field
Offices and operating contractors in complying with the DOE O 151.1 requirement that
Hazards Surveys and facility-specific Hazards Assessments be prepared, maintained, and
used for emergency planning purposes. The Order requires that emergency management
efforts begin with the identification of hazards and that the scope and extent of emergency
planning and preparedness at a DOE facility/site be commensurate with the hazards. The
first step in the implementation of this graded approach to emergency management is the
identification and qualitative assessment of the facility/site-specific hazards and the
associated emergency conditions which may require response. If the qualitative process
identifies hazards associated with the presence of hazardous materials in quantities that
pose a serious potential threat to worker or public health and safety, then quantitative
analyses are performed to estimate the severity of impact. The results provide the
information necessary to determine the scope and extent of the facility/site emergency
management program.
The Order refers to the qualitative portion of the hazards identification process described
above as a “Hazards Survey”. The Hazards Survey briefly describes the potential impacts
of emergency events or conditions and summarizes the planning and preparedness
requirements that apply. Each DOE facility/site is to be covered by a Hazards Survey
which identifies the scope of the Base Program and documents all applicable requirements.
Section 3
If the Hazards Survey identifies hazardous materials at the facility/site in excess of
predetermined thresholds (see Section 3.3), a facility/site-specific “Hazards Assessment” is
required. A Hazards Assessment includes the identification and characterization of
hazardous materials specific to a facility/site, analyses of potential accidents or events, and
evaluation of potential consequences. The Hazards Assessment also includes a
determination of the size of the geographic area surrounding the site, known as the
Emergency Planning Zone (EPZ), within which special planning and preparedness
activities are required to reduce the potential health and safety impacts from an event
involving hazardous materials. The Hazards Assessment provides the technical basis for
the Hazardous Materials Program.
This guidance is directed at operations and emergency management staff responsible for
DOE facilities, both at the Operations/Field Offices and operating contractor
organizations. It is expected that emergency management staff will obtain support from a
variety of scientific and technical disciplines within their respective organizations to
conduct and document the analyses described herein.
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Hazards Survey and Hazards Assessment activities may reveal opportunities to decrease
the likelihood or magnitude of, or to improve recognition and management of, possible
emergency conditions by modifying facility features or procedures. The responsible staff
should be aware of this potentially valuable byproduct and encouraged to identify likely
improvements, such as reduced hazardous material inventories, enhanced administrative
controls, or additional alarm features to facility management.
This volume provides guidance and information in several forms. Sections 2 through 6
describe suggested approaches to conducting facility Hazards Surveys and Hazards
Assessments and applying the results to emergency management programs. Appendices A
and B provide guidance on defining facility boundaries and consequence thresholds,
respectively. Appendices C and D illustrate the application of the suggested Hazards
Survey and Hazards Assessment methods to a hypothetical facility and site.
Base Program. Each DOE facility/site/activity is required by the Order to have an
Operational Emergency Base Program that provides the framework for response to
serious events or conditions that involve health and safety, the environment, and
safeguards and security. The Base Program is intended to incorporate all emergency
response requirements for a facility/site by integrating various requirements promulgated
by external agencies and other DOE orders. The Hazards Survey identifies all emergency
response requirements for the DOE facility/site thus establishing the scope of the
Operational Emergency Base Program. The Hazards Survey is required to combine as
many facilities as possible that are subject to the same hazard, to the extent that a single
Hazards Survey for a site would meet the requirement. If the Hazards Survey does not
identify the presence of hazardous materials in excess of the thresholds discussed in
Section 3.3 of this Chapter, then neither a Hazards Assessment, nor an Operational
Emergency Hazardous Materials Program, is required. In this case, the Base Program
defines the requirements of the comprehensive Emergency Management Program at the
facility/site. The sections of this Chapter applicable to a Base Program are: Sections 2, 5
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2. HAZARDS SURVEYS
2.1 General
This Chapter outlines the process for conducting and documenting Hazards Surveys. The
Hazards Survey is intended to identify emergency management program needs which are
different from those addressed by the Hazards Assessment. Therefore, each facility/site
should be included in a Hazards Survey, regardless of the need for a Hazards Assessment.
It is expected that much of the material necessary to generate a Hazards Survey will
already have been developed in the course of meeting other DOE and Federal agency
requirements relating to facility safety, occupational safety, environmental and effluent
controls, and hazardous materials management. However, the intent of the Order is not
likely to be met by simply defining existing documents or analyses as the Hazards Survey
Document. Information, such as facility descriptions or materials inventories, may be
incorporated by reference; hazardous material inventory information need only be
documented to the extent necessary to determine whether further assessment and planning
are required. However, the Hazards Survey Document should be a distinct document and
should contain, or incorporate by reference, the information specified herein.
To promote efficiency, the Order requires that each Hazards Survey incorporate as many
facilities as possible that are subject to the same type of hazards. To facilitate
incorporation of multiple facilities, it is recommended that information be compiled and
presented in tabular or matrix format. An example of a tabular presentation is provided in
Appendix C.
The recommended steps in the Hazards Survey are:
(1) Identify and briefly describe each facility;
(2) Identify the generic emergency conditions that apply to each facility;
(3) Qualitatively describe the potential health, safety, or environmental impacts of the
applicable emergencies; and
(4) Identify the applicable planning and preparedness requirements.
2.2 Identify and Describe the Facility
Each facility or activity covered by the Hazards Survey should be identified and a brief
description of its operations provided. Highly specific and detailed information is not
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necessary and may be included by reference. However, at a minimum, sufficient
information to provide a general understanding of the facility(ies) covered should be
included. Areas to be addressed include:
! A general characterization of the facility and its operations (e.g., office building,
laboratory, warehouse);
! The normal occupancy, including the number of people in other than ground floor
work locations;
! Whether classified material is used or stored in the facility;
! Any special designations, such as nuclear facility; radiological facility; hazardous
waste site; Treatment, Storage, or Disposal (TSD) facility; etc.; and
! Whether hazardous materials (other than standard office products and cleaning
supplies) are used or stored in the facility.
If hazardous materials are identified, a preliminary screening to determine the need for a
quantitative Hazards Assessment should be performed. The methodology for
identification and screening of hazardous materials is discussed in Section 3.3 of this
Chapter. During the survey, this methodology does not need to be applied or documented
as rigorously as it would during the Hazards Assessment process. Any material identified
by the methodology as hazardous and used, stored, or transported in quantities greater
then the screening thresholds is sufficient to establish the need for a Hazards Assessment.
The Hazards Survey should identify each facility or activity and the hazardous material
which exceeds the screening thresholds.
Section 5
DOE offsite transportation activities, identified during the Hazards Survey process as
involving hazardous materials in excess of the screening thresholds stated in Section 3.3,
are also subject to the requirement for a Hazards Assessment.
2.3 Identify Generic Emergency Conditions
Identify and document the emergency conditions that may occur at each facility for which
some level of planning and preparedness may be required. Hazardous materials below the
screening thresholds or not specifically addressed as part of the hazardous materials
program should be considered when identifying generic emergency conditions. As a
minimum, the following generic emergency conditions should be considered:
! Structure fires;
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! Natural phenomena impacts (wind, flood, earthquake, wildfire);
! Environmental releases (of oil or other pollutants that degrade the environment);
! Hazardous material releases;
! Malevolent acts (hostage-taking, sabotage, armed assault);
! Facility damage with possible compromise of classified material;
! Workplace accidents/mass casualty events (explosion, release of toxic fumes, high
energy system failure);
! Hazards external to the facility/site (e.g., hazardous materials in near-by facilities,
transportation accidents, accidents involving utilities, etc.); and
! Accidental criticality.
Some emergency conditions will apply to nearly every facility (e.g., fires) while others will
only apply to facilities that exceed a threshold inventory (e.g., oil) or are located near
other hazards. Site-specific potential hazards, such as flooding from a nearby dam failure,
should be included in the list of potential emergencies to identify the facilities that are
potentially threatened. Federal Emergency Management Agency (FEMA), National
Weather Service (NWS) , and insurance industry documents are all potential sources of
information. The Local Emergency Planning Committee (LEPC) is a potential source of
information in hazards faced by the area.
Hazards originating outside the DOE facility and site that could impact the health and
safety of onsite personnel or other DOE interests should be identified and examined. As a
minimum, the Local Emergency Planning Committee should be consulted to identify
nearby facilities having hazardous material inventories that could impact the DOE site.
Railroads, highways, and other transportation arteries that pass through or near a DOE
facility or site should be considered as possible locations of hazardous material
transportation accidents. If the transportation artery is a known corridor for a particular
hazardous substance, identify the substance, quantities, approximate shipment frequencies,
and Protective Action Zone distance specified in the Department of Transportation (DOT)
emergency response guidebook. Because the chemicals covered by the DOT Emergency
Response Guidebook are limited, distances similar to Protective Action Zones may need
to be calculated for excluded hazardous substances. Once this information is collected,
determine whether specific arrangements should be made for protection of onsite
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personnel. As a minimum, identify the transportation arteries as potential sources of a
hazard to onsite personnel.
2.4 Qualitatively Describe Potential Impacts
Section 6
Qualitatively describe the potential impacts of the emergency conditions identified in the
previous step. These descriptions should relate the potential impacts to the different types
of operational emergencies identified in Chapter V of the Order. Consideration should be
given to “cascade effects,” where the emergency condition can result in plausible
disruption of response capabilities. For example, an earthquake could result in fires from
downed power lines while rupturing fire mains.
Following are examples of potential impacts of several emergency conditions.
Facility Type Emergency Condition Qualitative Description of Impact
Office building Structure fire Workers killed/injured by smoke
inhalation and burns; compromise of
classified material.
Waste incinerator Earthquake Workers killed/injured/trapped by
building collapse; release of hazardous
materials; contamination of facility and
surroundings; spill of fuel oil into
streams/wetlands.
Offsite DOE Collision Actual or potential release of
Transportation hazardous materials; exposures
Activity exceeding Protective Action Criteria.
2.5 Identify Applicable Planning and Preparedness Requirements
Various State, Federal, and local regulations include requirements that pertain to planning
and preparedness for emergencies. The Order recognizes these requirements and directs
that they be incorporated into site emergency management programs.
From the results of Sections 2.2-2.4, facilities can be placed in one of two groups
according to the following types of emergencies.
! Facilities Requiring a Quantitative Hazards Assessment. Facilities with
hazardous materials in excess of the screening quantities specified in Chapter IV of
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the Order, require a quantitative Hazards Assessment. If the Hazards Assessment
indicates the potential for emergencies that would warrant classification as an Alert
or higher, the planning, preparedness, and response requirements for both the
Operational Emergency Base Program (Chapter III) and Hazardous Material
Program (Chapter IV) apply to these facilities.
! All other facilities. Facilities not having significant quantities of hazardous
materials do not require a quantitative Hazards Assessment. Such facilities are
subject to the Base Program planning, preparedness, and response requirements of
Chapter III of the Order.
Emergency planners should correlate Hazards Survey results with the relevant
planning/preparedness requirements from other Federal, State, or local requirements that
apply to a particular facility, providing a summary of the required scope of emergency
planning and preparedness at the site. The summary should address each of the Base
Program planning and preparedness requirements listed in Chapter III of the Order and
identify how they are met.
When completed, the Hazards Survey should document and serve as a guide to assessing
site compliance with a variety of DOE and non-DOE requirements that are integral parts
of the comprehensive Emergency Management System.
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3. HAZARDS ASSESSMENTS
3.1 General
Section 7
This chapter outlines a process for conducting and documenting facility Hazards
Assessments. As a practical matter, the basic steps of the process should be accomplished
and documented in the order presented. However, within any given step of the process,
there is substantial leeway within which the unique features of the facility, operations, and
site can be accommodated.
The recommended steps in the Hazards Assessment are:
(1) Define and describe the facility and operations;
(2) Identify and screen the hazards;
(3) Characterize the hazards remaining after screening;
(4) Analyze emergency events and conditions; and
(5) Estimate the consequences.
For fixed facilities, as detailed in Chapter 4 of this Volume and elsewhere in the
Emergency Management Guide, the results of the Hazards Assessment should then be
used to determine the EPZs for each facility and site, as well as the emergency class,
protective actions, and the observable indications [Emergency Action Levels (EALs)]
corresponding to each event or condition. For DOE offsite transportation activities, the
results of the Hazards Assessment should be used to determine observable indicators
corresponding to an Operational Emergency not requiring classification, protective action
needs, and exclusion zone recommendations to be provided to local authorities.
Evaluation of the consequences may assist the user in determining required elements of the
Emergency Response Organization (ERO).
To the maximum extent possible, the Hazards Assessment should make use of facility
description and accident scenarios from Safety Analysis Reports (SARs), consequence
assessment methods used during emergency response, and existing hazardous materials
inventories maintained for other purposes.
Hazards Assessments should be prepared and documented in a manner that permits critical
review of the analyses and results and, if necessary, reconstruction by independent
analysts. Detailed descriptions of the methods, assumptions, and models need not be
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included in the Hazards Assessment Document if they are documented elsewhere and
referenced.
Security or safeguards concerns should not restrict the scope or depth of the Hazards
Assessment. All relevant information is to be utilized and, if necessary, the resulting
Hazards Assessment Document classified and handled accordingly. It may be necessary to
have both classified and unclassified versions of the Hazards Assessment Document, or to
segregate all the classified aspects of the analysis in a classified appendix with limited
distribution.
3.2 Define and Describe Facility and Operations
A clear, accurate, and unambiguous written and schematic description of the facility and
its operations should be provided. This description should provide sufficient detail to
support the identification and characterization of all hazards and their potential
consequences. For many facilities, the descriptions of the facility and its operations from
current SARs or environmental reports should serve this purpose and may be briefly
summarized and incorporated by reference.
In most cases, the boundaries of the facility and operations in question will have been
previously defined (e.g., a security boundary or fence.) Facility “definitions” used for
SAR purposes should be applicable. However, these boundaries should be re-examined
with the objectives of this Hazards Assessment in mind.
Section 8
For Hazards Assessment purposes, several structures or component units with a common
or related purpose may constitute a single “facility.” For example, a waste tank farm may
be defined as one facility because it is composed of a number of units of approximately the
same nature and purpose under common management and operational control. On the
other hand, a complex of dissimilar buildings, operations, and equipment may be
considered a single facility if they are physically adjacent, under common management,
and contribute to a common programmatic mission. For example, a research reactor with
its associated cooling tower, fuel handling and waste storage buildings, laboratory, and hot
machine shop might be considered one facility for purposes of the Hazards Assessment. If
a single building or structure contains several tenant activities or units, such as process
lines, hot cells, or hazardous material storage, the entire structure may be considered as
one facility, even though the tenant activities have little to do with one another. The
Hazards Assessment Document should identify what constitutes the subject facility.
Additional guidance on facility definition is presented in Appendix A.
The written facility description should include general site information related to the site
mission, operations, and physical characteristics, including an assessment of the site
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exposure to external and natural phenomena hazards. It should include the location of the
facility relative to other facilities on the same site, the site boundaries, the nearest public
access locations, and transportation networks, such as highways, railroads, and rivers.
To simplify the Hazards Assessment, some facilities may be analyzed as independent
segments. Segments are considered independent if hardware failures and human errors in
one segment do not propagate into another segment. Independence of segments also
requires that initiating events in one segment are not capable of causing release of material
in another (e.g., no common-cause or chain-reaction accidents).
For transportation activities, the “facility description” should include the type of materials
transported, the containers and vehicles used, the routes, speeds, number of shipments per
year, and other controls (e.g., escorts or overpacks) relevant to the likelihood or severity
of an accident.
3.3 Identify and Screen Hazardous Chemical or Radioactive Material
The objective of this step is to identify hazards that are significant enough to warrant
consideration in a facility's operational emergency hazardous material program. Note that
“hazard”, as used in this chapter, refers to hazardous chemical or radioactive material.
3.3.1 Identification of Hazards
! For most facilities, the basic source of non-radioactive hazardous material
inventory information will be the records and data bases that support compliance
with the reporting requirements of the Emergency Planning and Community Right-
to-Know Act (EPCRA), Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA). Effluent release permits for byproduct off-gases
from processes should also be reviewed. The inventory records may not specify
the types of containers, the number of different containers, or reaction product
chemicals that may be released in an emergency. These factors must be established
from other operating documents or walk-throughs of the facilities.
Section 9
! SARs, Technical Safety Requirements, and subordinate facility operating
procedures and limits will be the source of inventory information on most
radioactive and some non-radioactive hazardous materials. Material Control and
Accountability records should be a primary source of information on current
holdings and authorized limits for Special Nuclear Material. Test plans, process
safety assessments, or other controlling documentation for hazards of a transient
or intermittent nature should contain relevant hazardous material inventory
information.
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! For facilities having a documented Vulnerability Analysis as required by
DOE O 470.1, the identified targets that are also hazardous materials (e.g.,
radioactive materials at risk from theft, diversion, or sabotage) should be included
in the list of facility hazards. The “target” list will normally be classified.
3.3.2 Screening Thresholds
Screening quantities or thresholds should be used to eliminate the need to analyze
insignificant hazards.
! The lowest quantity listed as a Threshold Quantity in 29 CFR 1910.119 or 40 CFR
68.130 or the Threshold Planning Quantity listed in 40 CFR 355 may be used as
screening thresholds for those chemicals listed. For chemicals not listed, the
Reportable Quantities (RQs) for hazardous substances listed in 40 CFR 302.4 may
be used. Facilities may choose to set their screening thresholds lower, and they
should be alert to the possibility that small quantities of some materials may
produce significant consequences outside the facility. Toxic chemicals not listed
may be either included on the hazard list for full characterization, or the facility
may develop and document screening quantities based on the physical and
toxicological properties of the materials and conservative (i.e., tending to yield the
largest impact) consequence modeling.
! For radioactive materials, the quantities listed in 10 CFR 30.72, Schedule C,
requiring consideration of the need for emergency planning for licensed byproduct
material facilities may be used as screening thresholds for the radionuclides listed.
Facilities may choose to set their screening thresholds lower than these values.
Generic thresholds for radionuclides not listed may be used or the facility may
develop and document screening quantities based on the properties of the material
and conservative consequence modeling.
! Those materials for which the maximum facility segment inventory is less than the
screening quantity may be eliminated from further consideration in the Hazards
Assessment. It should be noted whether the maximum facility inventory is a
physical limit, such as a tank capacity, or an administrative limit. If neither type of
limit exists, an expected or historical maximum quantity should be used.
3.3.3 Other Materials
Common hazardous materials, such as vehicle fuel and commonly used small quantities of
solvents or gases, which are used in a wide variety of facilities and operating
environments, can be hazardous to a limited extent by themselves or in combination with
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Section 10
other materials. For such materials, the hazard is generally limited to the immediately
involved worker and it is not the intent of this guidance that the Hazards Assessment
belabor these common, well-understood, and limited hazards. Screening quantities should
be developed for these materials or the materials should be listed with a brief statement of
the rationale for excluding them from further analysis. Suggested bases for eliminating
materials from consideration in the Hazards Assessment are as follows.
! The material is commonly used by the general public. This includes any substance
to the extent it is used for personal, family, or household purposes or is present in
the same form and concentration as a product packaged for distribution and use by
the general public (e.g., bleach, motor oil, gasoline).
! The material is a monolithic solid under normal conditions and does not present an
airborne exposure concern (e.g., lead bricks).
! The material is not hazardous to humans as a result of inhalation, ingestion, or
dermal exposure.
! The material has a vapor pressure of #0.5 mmHg @ 25 C and an Emergencyo
Response Planning Guideline (ERPG) ERPG-2 or equivalent value of $1 ppm.
! The material is used in a laboratory setting and in laboratory scale (end user)
quantities.
The possible effect of such materials as initiators or promoters of releases of other more
hazardous materials should be considered.
Upon completion of the screening process described in this chapter, it is expected that
some facilities will have no identified hazards requiring further characterization and
analysis. The results of the screening process and the basis for the conclusion should be
documented to demonstrate compliance with the Order requirements.
3.4 Characterize Hazards
After the facility hazards have been identified and screened, further characterization of
hazards that exceed screening thresholds is necessary. Information that describes and
quantifies the hazards should be assembled and documented to support the development
of scenarios and analysis of possible releases. This chapter pertains only to hazards that
have been determined to exceed the screening thresholds.
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Both radioactive and non-radioactive hazardous materials should be included in a
tabulation with the following information on each.
! The maximum quantity of the material in appropriate units (pounds, kilograms,
curies, becquerels) and its storage or process locations.
! A description of the conditions under which the material is stored or used,
including process systems or containers that hold the material and barriers that may
impact its release or dispersion, such as shipping containers, buildings, berms,
sumps, or catch basins. Where applicable, security and access controls for the
storage and use locations should be identified.
! The properties of the material that are needed for determination of source term and
consequence analysis, such as the physical form and chemical characteristics of the
material (e.g., solid, liquid, gaseous, particle size, flammability, chemical reactivity,
density), radiological characteristics, and the temperature and pressure conditions
under which it is stored, processed, used, or transported.
Section 11
! A description of engineered controls, safeguards, or safety systems designed to
prevent or mitigate a hazardous material release. These may include both
automatic and manually activated mitigative systems (e.g., fire sprinklers, filters,
scrubbers, isolation dampers), as well as passive mitigative features and engineered
geometry or configuration controls for fissionable materials.
! A description of administrative controls that would prevent or mitigate the
initiation of a hazardous material release, such as limits on the total quantity of a
material in a single place or container, or restrictions on where certain materials
can be used or stored.
For facilities where criticality accidents are considered credible, the “inventory” of interest
is the total yield of gaseous and volatile fission products from the postulated criticality
event(s). Analyses of these postulated criticality events will generally be available in the
facility SAR.
Where the material consists of a reactor core or irradiated fuel containing mixed fission
products, the relevant factors that define the radiotoxicity of the mixture (e.g., enrichment,
burnup, age) should be analyzed and the case that produces the largest impact selected.
The actual isotopic composition of the mixture used for consequence calculations can then
be included as an appendix and referenced.
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For those facilities having a documented vulnerability analysis, the identified targets may
include both hazardous materials and essential parts of the system of barriers, controls,
and protection features that keep them in a safe condition. The target list is potentially a
source of information regarding both the quantity of certain hazards and the conditions
under which they are stored, handled, and used.
Other materials and hazard sources, such as flammable or explosive materials and energy
sources, should also be included in the characterization. Their potential for initiating
releases of radioactive or chemically toxic materials, contributing to dispersal of those
materials, or degrading the effectiveness of safety systems should be considered.
Available information concerning the reactive properties of the hazardous materials should
be assessed and the possibility of interactions between substances considered.
3.5 Analyze Emergency Events and Conditions
The objective of this process is to determine the combinations of events and conditions
that could cause releases of each hazardous material characterized in Section 3.4 above
and the magnitudes of those possible releases. The term “release” is used here to mean,
primarily, an airborne release, as this pathway typically represents the most time-urgent
situation and requires a rapid, coordinated, emergency response on the part of the facility,
collocated facilities, and surrounding jurisdictions to protect workers, the public, and the
environment. Releases to aquatic and ground pathways, although a matter of serious
concern in terms of potential environmental and long-term public health consequences, in
most instances do not have the same time urgency as the airborne release. When a release
to an aquatic or ground pathway could have a near-term effect on the workers or the
public (e.g., through a community water supply), then it should be considered in the
Hazards Assessment.
The Hazards Assessment should postulate and analyze events covering the full range of
possible initiators and severity levels.
Section 12
! Initiating events and mechanisms considered in the Hazards Assessment should
include traditionally defined “accidents” as well as those arising from external
causes and malevolent acts. “Accident” initiators should include causes such as
corrosion, manufacturing defects, malfunctioning equipment or control systems,
and procedural or human error. External causes that should be considered include
impacts of natural phenomena, accidents at nearby facilities, and vehicle or aircraft
crashes.
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! High-probability, low-consequence events need to be addressed in facility
emergency plans because of their potential impacts on workers in the affected
facility and those nearby. Both malevolent acts and “severe” events should be
included in the Hazards Assessment because they represent the upper end of the
consequence spectrum, for which prompt recognition and response may be
essential to mitigation of both the event and its health and safety consequences.
These events are seldom addressed or analyzed in SARs.
Analysis of barrier challenges and failures should be used to determine both the events and
conditions that could release each hazardous material and the magnitudes of those possible
releases. For facilities with a DOE 5480.23-compliant SAR, a barrier analysis may have
been performed in accordance with Attachment 1 to that Order. These analyses can be
summarized and referenced in the Hazards Assessment. For facilities without
DOE 5480.23-compliant SARs, the barrier challenge/failure analysis described below can
be used to develop scenarios.
3.5.1 Identify Primary Barriers
The primary barrier is generally the one closest to the material. In the case of gaseous or
liquid materials, the tank, cylinder, process piping, or other container is usually the
primary barrier. For materials that are prevented from being released by their own
structure or physical form, consider that form or structure as the barrier.
3.5.2 Identify Failure Modes of Primary Barriers
Evaluate possible initiating events and scenarios that could lead to the release of
hazardous materials. For each set of barrier failures that could lead to the release of
hazardous material, identify possible initiating events, accident mechanisms, and/or
equipment failures that could initiate a release (e.g., spontaneous failure of a barrier,
failure of administrative controls, impact of external events, and/or malevolent acts).
Incorporate any contributing events or conditions that could influence the progression of
the scenario or alter the magnitude or nature of the consequences. For example, failure of
fire suppression systems to activate following initiation of a fire would change the event
progression. Likewise, different levels of combustible loading in a given area might
increase or decrease the magnitude of the fire. Either or both events might affect the
degree of damage to the facility or quantity of hazardous material released.
For events that take a finite amount of time between the initiator and the barrier failure
(e.g., a loss of purge flow to a tank resulting in a buildup to a flammable mixture),
calculate that time. The time is used to determine the likely progression of the event. For
example, if rapid buildup of flammable gas in a waste tank vapor space is possible, it is
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Section 13
reasonable to postulate that a reaction occurs at the concentration that produces the
largest energy release, which is usually well above the lower explosive or flammable limit.
However, a slow buildup in concentration makes it more likely that the gas will be ignited
sometime after the lower explosive/flammable limit has been exceeded but before the
optimum (stoichiometric) condition is achieved, thus producing a lower energy release.
These situations should be noted and the factors leading to selection of a lower energy
release scenario should be fully justified.
While performing this analysis, the analyst should compile a list of the indications of
barrier failure or challenge (e.g., instrument readings, operator observations, alarms) for
future use in developing EALs. Summarize the indications of barrier failure/challenge in
tabular form and note where indications are lacking. Guidance on the development of
EALs is provided Volume III, Chapter 3, of the Emergency Management Guide.
3.5.3 Estimate Magnitude of Release From Primary Barrier
For each cause of failure, develop a quantitative estimate of the Material at Risk (MAR),
the amount of material available to be acted on by a given physical stress, and the Damage
Ratio (DR), which is the fraction of the MAR impacted by the actual conditions under
evaluation. Consider the physical properties of the material, such as volatility, viscosity,
melting point, and vapor pressure, as well as the temperature and pressure conditions
under which it is stored and the postulated mode of barrier failure. The maximum
inventory is typically used to represent the MAR. However, use of a smaller MAR
estimate may be justified, based on physical separation of units of inventory or
administrative controls. Separate estimates of the maximum and typical inventories can
also be developed.
If multiple containers of the same hazardous material exist in the facility, consider the
possibility that the same event may cause a release from more than one container (e.g.,
seismic event or a forklift ramming two or more drums of material), and that the failure of
one container could lead to failure of others. This evaluation step estimates the maximum
amount of a material released from the primary barrier as a function of time for each event
or failure mode, considering the physical, chemical, and thermodynamic properties of that
material.
3.5.4 Assess Effects of Secondary Barriers and Mitigative Features
The Leak Path Factor (LPF) quantifies the combined effects of any secondary barriers and
mitigating features. In the case of material aerosolized or vaporized inside a glovebox
within a building, the LPF represents the fraction of the total aerosol or vapor that is
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ultimately released to the environment through exhaust filters, door seals, and other
leakage paths.
To determine the LPF, characterize the effectiveness of barriers and mitigating features.
For example, exhaust filters may have a rated or tested efficiency of 99.95 percent for the
first stage and 99 percent efficiency for subsequent stages. The building walls may be
assumed to be intact in some scenarios with all the release through the filters. Other
scenarios may postulate damage to the walls with release out the openings.
3.5.5 Estimate Source Term
Section 14
! Radiological Source Terms. DOE-HDBK-3010-94 provides Airborne Release
Fractions (ARFs), Respirable Fractions (RFs), and Airborne Release Rates (ARRs)
applicable to many types of releases. The bounding ARF-RFs, and ARRs listed in
the DOE-HDBK-3010 are normally most appropriate for use in Hazards
Assessments. Accident-specific ARF-RFs and ARRs derived in other safety
documents can also be used in the Hazards Assessment. If no applicable ARF-RF
or ARR can be found, those cited in DOE-STD-1027 may be used.
DOE-HDBK-3010-94 defines the RF as “the fraction of airborne radionuclides as
particles that can be transported through air and inhaled into the human respiratory
system.” The RF is commonly assumed to include particles “10 µm Aerodynamic
Equivalent Diameter (AED) and less.” However, applying the source term
equation to materials (such as radioactive noble gases) that do not produce their
effect by the inhalation pathway requires that a somewhat more general definition
of the RF be used. For such materials, DOE-HDBK-3010-94 recommends that
the ARF value of 1.0 for condensable and noncondensable gases. All materials in
the gaseous state can be transported and inhaled; therefore, an RF value of 1.0 is
assumed for analysis purposes.
Realistic values should be used in developing the DR and LPF for the particular
event. DOE-HDBK-3010-94 provides information on DRs for various
phenomena.
The final source term (ST) is calculated as follows.
ST=(MAR)(DR)(ARF)(RF)(LPF)
or
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ST=(MAR)(DR)(ARR)(t)(RF)(LPF)
where: ST = Source Term (Ci or Bq)
MAR = Material at Risk (Ci or Bq)
DR = Damage Ratio (fraction)
ARF = Airborne Release Fraction
RF = Respirable Fraction
LPF = Leak Path Factor (fraction)
ARR = Airborne Release Rate (fraction/hour)
t = Release Duration (hours)
! Chemical Source Terms. The conceptual approach embodied in the source term
equations presented above for radioactive materials can also be applied to
chemicals. However, no compendium of values for ARF, ARR, and RF currently
exists; these parameters will need to be derived from the material properties using
basic physical and chemical principles. Alternatively, given the MAR and release
scenario, any of several computer codes can be used to determine chemical source
terms and model their transport and dispersion. Many of the available models are
described in Atmospheric Dispersion Modeling Resources. Chemical source terms
for reaction product formation (e.g., two chemicals spilling and mixing) are
normally determined by manual calculation using conservative assumptions.
3.5.6 Malevolent Acts
Malevolent acts (theft, sabotage, terrorism) including the use of explosives or flammable
material are possible release initiators within the scope of emergency planning. It is not
intended that all inventories be evaluated with malevolent event initiators. Both moderate
and extreme scenarios should be developed and analyzed to establish EALs for events
resulting from malevolent acts. “Moderate” scenarios are those that could be initiated by
a single individual using materials or tools readily available in the facility, or small
quantities of flammables. “Extreme” scenarios, such as those used in vulnerability
assessments and/or radiological and toxicological sabotage assessments, should provide
the analyst with an upper bound on the severity of potential consequences.
Section 15
In most cases, malevolent act scenarios will produce releases and consequences similar to
those that could be caused by accidental or other external initiators. Therefore, identifying
a malevolent act as a potential initiator does not necessarily mean that a separate detailed
analysis of that scenario is needed. For example, an explosion and fire that releases a
hazardous material from a storage location might be postulated to result from an aircraft
or vehicle crash. However, if approximately the same level of damage and source term
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might also be caused by an act of sabotage in the same location, the malevolent act can
simply be considered a second initiator for the same basic fire/explosion condition.
3.5.7 Common Industrial Building Fires
Building fires may produce toxic by-products from the burning of furniture, paint, etc.
Fires in office buildings or industrial facilities that do not contain large inventories of
hazardous materials of hazardous materials may be categorized as an Operational
Emergency if they result in significant structural damage with suspected personnel injuries
or death. However, they will not normally be classified. (See Volume III, Chapter 3.) To
determine if the Hazards Assessment needs to analyze the release of toxic materials from
fires, the results of the Fire Hazards Analysis (FHA), conducted to meet the requirements
of DOE O 420.1, should be reviewed. If the FHA results indicate that protective actions
will be needed in the downwind area, the toxic material release should be included in the
Hazards Assessment.
3.6 Estimate Consequences
Potential consequences of the hazardous material release scenarios developed in the
preceding section should be estimated to determine the areas potentially affected, the need
for personnel protective actions, and the time available to take those actions.
Methods and calculational models used in estimating consequences should be documented
in such a manner that the analyses and their results can be critically reviewed, understood,
and if necessary, reconstructed by independent analysts. Detailed descriptions of the
methods, assumptions, and models (e.g., dispersion models, dose codes, or other complex
calculational methodologies) need not be included in the Hazards Assessment Document if
they are documented elsewhere and appropriately referenced.
The consequences of hazardous material releases should be estimated using models and
calculational methods that are most appropriate to the material released and to the
physical characteristics of the site and its atmospheric dispersion conditions, and if
applicable, hydrologic dispersion conditions. Generally, the consequence assessment
models used for emergency planning and response purposes and for SAR Evaluation
Guide comparisons at the facility should be used to conduct this Hazards Assessment.
The selection of dispersion and consequence models should be justified in the Hazards
Assessment Document for each facility. Specifically, the applicability of the model to the
release mode, the site geographic features, and atmospheric conditions typically
experienced at the site should be described. The results of any experimental verification or
validation of the models should be cited as well as any known limitations or sources of
inaccuracy. The models' capabilities with regard to factors such as buoyancy, dense gas
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effects, building wake, surface roughness, gravitational settling, and dry deposition should
be described.
A listing of available codes is provided in Atmospheric Dispersion Modeling Resources.
The following modeling recommendations are provided as guidance to consequence
analysts.
! Use of a straight line Gaussian model as the atmospheric dispersion portion of the
code is acceptable in most cases for emergency planning.
! Radiological computer codes should be verified to ensure that Dose Conversion
Factors (DCFs) and exposure times used are consistent with the desired results
[e.g., total effective dose equivalent (TEDE) or committed effective dose
equivalent (CEDE)].
! Chemical hazards computer codes should be reviewed to ensure that the output
values are consistent with the criteria against which they will be compared (peak
instantaneous or time-weighted average concentration). See Appendix B for
additional guidance on computing time-weighted average concentrations.
! If a significant waterborne pathway exists (i.e., potential for a spill into a waterway
with a downstream public water supply intake), site specific calculation of
downstream concentrations over a range of spill volumes should be performed.
For certain hazardous materials release scenarios, the results of analyses from SARs or
other accident studies may be utilized in the Hazards Assessment. Results of existing
analysis may be incorporated by reference or, under some circumstances, the
consequences of newly postulated scenarios may be derived from the results of existing
analyses (e.g., by ratio).
Consequences of each radiological and chemical release should be summarized in the form
of a graph or table that gives the dose (TEDE) or concentration (the highest
15-minute average concentration) versus distance out to a distance beyond that at which
protective action criteria [protective action guides (PAGs) and ERPGs] are exceeded.
(NOTE: The terms “protective action criteria,” “TEDE,” “PAG,” and “ERPG” are defined
and discussed in Appendix B.) These summarized results can then be used to estimate
consequences at the following receptor locations relevant to each facility.
3.6.1 Facility boundary
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The facility boundary is the demarcation between the facility, together with its immediate
vicinity, and the remainder of the site. The facility boundary definition figures prominently
in the distinction between events that have only a local impact (i.e., on the facility
occupants and associated workers at or near the scene of the event) and events that impact
areas of the site outside the immediate vicinity of the affected facility. Considerations in
defining the facility boundary are discussed in Appendix A.
3.6.2 Other onsite receptors
Other onsite receptor locations of interest should be identified for each facility, including:
! Adjacent facilities with significant occupancy;
! Protected area boundaries;
! Any locations accessible to the general public or occupied by private sector
facilities, such as roads, visitor centers, parking lots, and commercial facilities and
operating areas on the site; and
! Emergency response facilities, such as Emergency Operations Centers, evacuation
staging areas, medical aid stations, or fire stations.
Section 17
For the purpose of determining which release scenarios warrant declaration of an Alert,
the analyses should estimate the doses and concentrations within the facility boundary
(between about 30 m from the point of release out to the nearest facility boundary).
3.6.3 Site boundary
The site boundary receptor is the nearest location to the facility where DOE does not have
full ownership and control over access to the property. An event that may produce
consequences exceeding a protective action criterion (i.e., the applicable PAG for ionizing
radiation or the ERPG-2 value, or equivalent limit, for hazardous chemicals) at or beyond
the site boundary is to be classified as General Emergency because of the need to fully
involve offsite authorities in the protective response. In some cases, it may be reasonable
to treat onsite locations that are accessible to the general public, such as roads, visitor
centers, parking lots, or non-DOE (commercial) facilities, as site boundary receptors.
Additional considerations in defining site boundary receptors are discussed in Appendix A.
3.6.4 Other offsite locations of interest to emergency planners
These include schools, hospitals, nursing homes, prisons, industrial complexes, evacuation
routes, major transportation facilities, emergency operations centers, and concentrations
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of population. Offsite receptors relevant to the ingestion exposure pathway should include
dairy farms, orchards, truck farms, and public water supply intakes.
At least two sets of dispersion conditions should be considered in computing the
consequence versus distance data for each set of source terms determined by the methods
recommended in Section 3.5. The results should then be used in evaluating the
consequences at each receptor location of interest.
! The first case should correspond approximately to the 95 percent worst-case wind
speed and stability for the particular site, if this has been determined. If such a
determination has not been made for the site, a wind speed of 1 m per second with
stability class F is acceptable for this “conservative” case for an assumed ground
level release. Consequences calculated using these conditions should be used to
develop EALs and determine the size of the EPZ.
! The second case should approximate a typical set of conditions for the site, such as
the average wind speed and most prevalent Stability class averaged over the
compass sectors. If such information is not available, D stability and 4.5 m per
second wind speed are acceptable assumptions. Consequences calculated using
these conditions are for general reference and response planning purposes only.
Used in conjunction with the “conservative” case results, the “typical” results
provide perspective on the risk associated with each scenario. These results may
be useful in offsite planning discussions with local authorities and as a resource for
emergency response personnel.
! Direction-dependent atmospheric dispersion conditions should not be used to
develop EALs or determine the EPZ size. Either site-specific (e.g., 95 percent
worst-case) or generic (e.g., 1 m/s and F Stability) conservative conditions should
be used to calculate consequences for all receptors.
! EALs based on consequence estimates should not be wind-direction dependent.
EPZ shapes should not be based upon prevailing wind direction and related
dispersion conditions.
Section 18
In addition to calculating consequences at specific receptors (e.g., facility boundary,
nearest site boundary), the maximum distance at which consequences exceed the
applicable protective action criterion or threshold for early (acute) lethality should be
determined. The consequences at facility boundary and site boundary will be used to
determine the emergency class corresponding to each analyzed event. The distances at
which protective action criteria and thresholds for early lethality might be exceeded under
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the most severe credible accident conditions are considerations in defining the EPZ for the
facility. These consequence thresholds are defined and discussed in Appendix B.
The Hazards Assessment should determine the elapsed time from the initiation of the event
or condition until each consequence threshold is exceeded at the receptor points and
distances of interest. For each release scenario, dispersion condition, downwind distance,
and hazardous material, this elapsed time is the time available to recognize the event and
carry out the necessary protective action (onsite) or to make the necessary protective
action recommendation (offsite). The available time will largely determine what protective
actions are feasible for a particular type of release.
The results of the consequence calculations should be summarized in tabular form to aid in
the correlation of potential impacts with appropriate event classification criteria
(i.e., EALs) and protective response actions. This same information can be used to
develop simplified consequence assessment methods for use by response personnel in the
event of an actual emergency. Guidance on consequence assessment, protective actions,
and development of EALs is provided in Volumes II and III.
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4. EMERGENCY PLANNING ZONES
4.1 Background
The Order requires integration of emergency management programs for both radiological
and non-radiological hazardous materials and endorses the EPZ concept as a planning
tool. DOE facilities are subject to the Environmental Protection Agency (EPA)
requirements regarding emergency management activities for non-radiological hazards,
and it is DOE policy that emergency management for DOE nuclear facilities be consistent,
to the extent practicable, with the requirements of the Nuclear Regulatory Commission
(NRC). Basic planning and response principles, as well as the NRC and EPA
requirements and their bases, are considered as background for the guidance provided
herein.
The NRC and FEMA have established the EPZ requirements for power reactors. The
analysis that led to establishment of the standard plume exposure and ingestion pathway
planning zones for large, domestic power reactors is documented in NUREG-0396/
EPA 520/1-78-016. The report concluded that a 10-mile plume exposure (airborne)
pathway EPZ was adequate because projected doses from the traditionally defined design
basis accidents would not exceed the higher PAG levels then in effect (5-rem whole body,
25-rem thyroid dose) outside the zone for any reactor site analyzed, and even the lower
PAG values (1-rem whole body, 5-rem thyroid) would not be exceeded for most sites.
Furthermore, doses from most beyond-design-basis accidents would not exceed PAG
exposure levels outside the zone, and “immediate life-threatening doses” would not occur
outside the zone for even the most severe beyond-design-basis accident. Finally, it was
determined that detailed planning within 10 miles would provide a substantial base for
expansion of response efforts in the event that this proved necessary. The 50 mile
ingestion pathway planning zone was largely based on a judgment that the likelihood of
exceeding ingestion pathway PAG levels at that distance was comparable to the likelihood
of exceeding plume exposure pathway PAG levels at 10 miles.
Section 19
The EPA has published guidance that leads to determination for non-radiological hazards
of a vulnerable zone, described by the EPA as the area that may be subject to
concentrations of an airborne, extremely hazardous substance (EHS) at levels that could
cause irreversible acute health effects or death to human populations within the area
following an accidental release. The EPA guidance defines the vulnerable zone in terms of
the distance at which a “level of concern” would be exceeded as a result of a release of the
hazardous material under severe (conservative) dispersion conditions. “Level of concern”
is defined as the concentration of an EHS in air above which there may be serious
irreversible health effects or death as a result of a single exposure for a relatively short
period of time. “Levels of concern” are identified in the EPA guidance for the EHSs listed
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in 40 CFR 355 Appendix A. The vulnerable zone is intended to be used by community
emergency planners in evaluating the risk of and planning for response to hazardous
material releases. Because of differences in both the impact (concentration) criteria and
the methods used, the vulnerable zone does not directly correspond to the EPZ developed
in accordance with this guidance.
Designation of an EPZ and the related planning and preparedness activity are not intended
to ensure complete protection of all persons who might be affected by the largest
conceivable hazardous material release under the most severe meteorological conditions.
The EPA's Manual of Protective Action Guides and Protective Actions for Nuclear
Incidents states, “It is not appropriate to use the maximum distance where a PAG might
be exceeded as the basis for establishing the boundary of the EPZ for a facility.” Even if
detailed planning specific to the affected geographic area has not been done, general
hazardous material planning and preparedness by local, State, and Federal agencies
provides a substantial basis for effective ad hoc tactical response during a hazardous
material emergency.
A larger EPZ does not necessarily provide for better protection of the population than a
smaller one. The following points must be understood and carefully considered by those
responsible for establishing the geographic extent of any facility EPZ.
! For a given wind speed, the elapsed time between initiation of a hazardous material
release and the onset of consequences at a receptor location is directly
proportional to the distance between the source and receptor. Hence, the greater
the distance from the source, the more time will be available to carry out
protective actions.
! If distance (and available time) are great enough, ad hoc protective actions will be
approximately as effective in reducing health impacts as those actions that have
been planned and prepared for in detail. As the effectiveness of a preplanned
protective action approaches that of an ad hoc action, the efficiency of
planning/preparedness efforts (expressed in terms of reduced health impacts per
unit investment in planning/preparedness) approaches zero.
! Because resources available for protective action planning and preparedness are
always limited, use of those resources should be concentrated in the geographic
areas where the greatest reduction in health impact per unit expenditure can be
achieved.
Section 20
The EPZ is an area within which the facility/site should support the local, state, and/or
tribal authorities in planning and preparedness activities to protect people living and
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working there. Among these activities are identification of response organizations;
establishment of effective communications to notify the public and the responsible
authorities within the EPZ; development of public information and education materials;
training and provision of equipment for offsite emergency workers; identification of
predetermined response actions; and development and testing of response procedures.
4.2 General
The EPZ for each facility should be based on objective analyses of the hazards associated
with that facility, not on arbitrary factors such as historical precedent or distance to the
site boundary. The results of the consequence analysis described in Section 3.6 as well as
other factors should be used as detailed in this guidance to define the facility EPZs.
As a matter of practical necessity, the EPZs for a DOE facility or operation should be
developed in cooperation with the responsible state, local, and tribal authorities and other
tenant site facilities. The responsible facility management should propose EPZ boundaries
based on this guidance, the Hazards Assessment results, and other geographical and
jurisdictional factors.
EPZs may be based on risk criteria agreed upon by State and local authorities. Risk-based
methods of prioritizing emergency planning and preparedness efforts provide assurance
that resources are dedicated to the proper areas and issues. However, such methods
require a major investment in a comprehensive Probabilistic Risk Assessment (PRA) for
the facility. Facilities for which a PRA has already been prepared or is in progress may
choose to use the results to establish their EPZs in cooperation with state and local
authorities.
The following issues should be considered when developing and proposing an EPZ.
! Each state, tribal, and local government has a statutory responsibility to protect its
citizens. All states, as well as most counties, cities, and towns, have emergency
plans and some means to respond to hazardous material emergency conditions
within their jurisdictions. Even if detailed planning specific to the affected
geographic area has not been done, there exists a level of general planning and
preparedness for dealing with hazardous material emergency conditions, such as
transportation accidents, that serves as the basis for ad hoc tactical response.
! An EPZ associated with a particular DOE facility or operation should be thought
of as an area within which government and facility managers determine that special
planning and preparedness efforts are warranted, as a means of apportioning
preparedness resources to the areas where they are most needed.
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! Defining an EPZ for a given type of protective response action, such as
evacuation, sheltering, or food pathway intervention, does not mean that
implementation of that particular response action will be required in all cases. If an
emergency occurs, responsible authorities will assess the actual conditions existing
at that time and determine whether protective response action is warranted.
Section 21
! In the most severe conditions, protective response actions may be needed in areas
outside the EPZ. Therefore, the EPZ should be sufficiently large that the planning
and preparedness for actions within the defined EPZ provide authorities with a
reasonable basis for extending their preplanned response activities to areas outside
the EPZ if warranted by the actual conditions.
4.3 Developing Proposed EPZs
If the facility Hazards Assessment indicates no emergency higher than the Alert class, an
EPZ need not be defined for the facility.
For those facilities that do not choose the risk-based approach, the EPZ should, as a
minimum, include the area where people would be at risk of death or severe injury from
the severe releases under severe meteorological conditions. It may also include part of the
area where protective actions would be warranted for the same release and meteorological
conditions.
Steps for developing a technically defensible plume exposure pathway EPZ are as follows.
1. From the results of consequence calculations done in accordance with Section 3.6,
determine the distance at which a threshold for early lethality would be exceeded
for the most severe analyzed release (excluding those which result from “extreme”
malevolent acts discussed in Section 3.5) under severe meteorological conditions.
This distance is the smallest EPZ radius that should be considered.
2. Determine the distance at which a protective action criterion would be exceeded
for the most severe analyzed release (excluding those that are “beyond design
basis” natural phenomena events or which result from “extreme” malevolent acts
discussed in Section 3.5) under severe meteorological conditions. This distance,
or 16 km, whichever is smaller, is the largest EPZ radius that should be
considered.
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3. Within the limits of the largest and smallest EPZ radii, consider other factors and
adjust size and shape in accordance with the following principles.
! The full spectrum of emergencies that contribute to facility/site offsite risk
should be considered. Even if a comprehensive PRA has not been done,
local knowledge of the probability or risk contribution of the most severe
analyzed event relative to the other events that comprise the balance of the
site/facility risk may be used in a semi-quantitative way to determine
whether the EPZ size should be closer to the maximum or minimum values
determined in the steps described above.
- If the most severe analyzed release would result from a single
failure event or is believed to have a relatively high probability of
occurrence, an EPZ radius closer to the maximum than the
minimum value should be selected.
- If the probability of the most severe analyzed release is judged to be
extremely low or if it contributes a minor fraction of the total offsite
risk from site emergencies, an EPZ radius closer to the minimum
than the maximum value is indicated.
! The hazards judged to contribute most heavily to the offsite risk should be
considered, as follows.
- If the hazard is radiological, an EPZ radius closer to the minimum
than the maximum value should be selected because of the wide
margin (a factor of greater than 100) between the thresholds for
protective action and early lethality.
Section 22
- If the hazard is non-radiological, an EPZ radius closer to the
maximum than the minimum value should be selected because of
the narrower margin (typically a factor of 3 to 10) between the
concentration thresholds for protective action and lethality (as
defined in Appendix B), and the potential for severe irreversible
effects resulting from exposure to concentrations between the
protective action and lethality thresholds.
! Definition of an EPZ is meaningful only if significant planning and
preparedness measures are implemented within it. This commitment and
responsibility to expend resources planning and preparing for the
protection of people must be factored into EPZ size. Among the planning
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and preparedness activities that the facility/site should expect to support on
behalf of the population within the EPZ are the following.
- Identification of responsible onsite and offsite emergency response
organizations and the mechanisms for activating their services.
- Establishment of effective communication networks to promptly
notify the public within the EPZ and the responsible authorities.
- Development and delivery of public information and education
materials to ensure timely and correct response to warnings.
- Implementation of training programs and provision of equipment
for offsite emergency workers.
- Identification of predetermined response actions.
- Development and testing of response procedures.
! The cost of implementing an EPZ is usually directly related to the
geographic size of the EPZ. If creating a larger EPZ means that scarce
resources are allocated to the protection of people who are at minimal risk,
a larger EPZ may actually be less effective at mitigating overall risk to the
population than a smaller one.
! If distance from the source and the time available to respond are great
enough, protective actions carried out on an ad hoc basis will be
approximately as effective in reducing risk as those actions that have been
planned and prepared in detail. Also, planning and preparedness for the
EPZ will provide a basis for more effective response activities outside the
EPZ if conditions should warrant.
! The EPZ should conform to the physical and jurisdictional realities of the
site and surrounding area.
! The EPZ size should give confidence that planning and preparedness will
be sufficiently flexible and detailed to deal with a wide range of types and
magnitudes of emergency conditions. Four significant considerations that
cannot be readily stated as quantitative guidance are presented below in the
form of questions to be used as “tests of reasonableness” for the proposed
EPZ size.
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- Is the EPZ large enough to provide a credible basis for extending
response activities outside the EPZ if conditions warrant?
- Is the EPZ large enough to support an effective response at and
near the scene of the emergency (i.e., to preclude interference from
uninvolved people and activity, facilitate onsite protective actions,
optimize on-scene command, control, and mitigation efforts)?
- Is the EPZ likely to meet the expectations and needs of offsite
agencies?
- What enhancement of the facility and site preparedness stature
would be achieved by increasing the size of the EPZ? What
resources, costs, and liabilities might a larger EPZ engender?
Would a larger EPZ result in a large increase in preparedness
without correspondingly large increases in cost or other detriment?
Section 23
Document the consideration of each of the tests and any adjustments to the EPZ size that
were made. The resulting value and its bases provide the beginning point for discussions
with state, local, and tribal authorities.
Where several facilities are located in close proximity to one another and the nature of the
hazards is the same at each, the largest impact from an event at any of the facilities may be
used to define the EPZ for the entire area. Though it is possible that under certain
conditions (e.g., major earthquake) releases from several facilities might occur at the same
time with consequences that are additive, the EPZ size should not be based on concurrent
events at separate facilities.
Where a number of individual facilities and activities are located in close proximity to one
another, a composite EPZ for the group of facilities or the entire site should be defined to
simplify communications and offsite interactions.
Onsite transportation accidents involving hazardous materials should be handled as
follows.
! Transportation of hazardous materials within the site may be analyzed either in a
Hazards Assessment for the fixed facility(ies) with which the materials are
associated or in a special Hazards Assessment covering all transportation activity
on the site.
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! Emergency plans and procedures should include criteria by which to categorize
and classify a range of onsite transportation accidents.
! The EPZ for a site should not be extended beyond the site boundary solely on the
basis of potential consequences of a transportation accident if the transportation
activity is comparable (in terms of materials, quantities, and mode of shipment) to
that normally conducted on public routes.
! Further guidance on the classification of onsite transportation events is provided in
Volume III, Chapter 3.
The planning process should recognize and provide for the need to carry out protective
actions in limited portions of the EPZ for specific events or conditions. Dividing the EPZ
into sectors by direction and radial distance and using natural or jurisdictional boundaries
to define protective action zones are suggested ways to provide a finer planning and
response structure.
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5. MAINTAINING THE HAZARDS SURVEY
AND HAZARDS ASSESSMENT
Hazards Surveys and Hazards Assessments should be maintained so that they accurately
reflect changes in the facility design, operations, safety features, inventories of hazardous
materials, and features of the surrounding area. In the absence of other overriding
requirements on the mechanics of this maintenance process, the following guidelines
should be applied.
! Hazards Surveys and Hazards Assessments should be periodically reviewed and, as
necessary, updated. Hazards Assessments are to be reviewed at least annually and
updated prior to significant changes to the site/facility or hazardous material
inventories. Hazards Surveys are to be updated whenever operations warrant a
change, but not less than every 3 years.
! Maintenance should be monitored through existing administrative processes and
commitment tracking systems.
Section 24
! The review schedule should be specified in the Emergency Readiness Assurance
Plan (ERAP). Reviews should be coordinated and planned to take maximum
advantage of other required periodic safety reviews, such as the annual Superfund
Amendments and Reauthorization Act hazardous material inventory, nuclear
facility safety reviews required by DOE 5480.23 and reviews required by National
Pollutant Discharge Elimination System (NPDES) or other permit processes.
Reviews should be done whenever significant modifications to facility, process, or
materials inventory occur. Consistent with the DOE 5480.23 definition,
“significant modification” is used here to mean any change to the facility or its
operations that involves an unreviewed safety question, as defined in
DOE 5480.21.
! Transitory hazards, such as short-duration storage of large quantities of hazardous
materials or the short-term assembly and testing of nuclear explosive devices, may
be covered in several ways. If a hazard assessment exists for the facility, the
Hazards Assessment and associated emergency planning documents can be
updated. For ease of maintenance and to avoid duplication of effort, the test plans
or other controlling safety documents for such transitory hazards may be
configured to serve as temporary addenda to the site and/or facility emergency
plans. Another option is to issue a special abbreviated assessment that contains a
description of the activity or operation and its expected duration, discussion and
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results of the hazards screening and characterization, scenario descriptions,
consequence assessments, and EALs.
! Major changes in offsite or onsite population or in transportation features of the
site and environs, such as new highways, should also cause the Hazards
Assessment to be reviewed.
! The results of each review should be documented and reported to the management
responsible for facility operations and emergency preparedness. If a review
identifies no significant changes in facility, process, or potential emergency
consequences, a finding to that effect should be documented.
! If the review identifies significant changes, they should be documented and
reported. The report should address (1) the possible effects on the adequacy of
facility and site emergency plans, (2) any temporary compensatory measures that
are being considered or implemented, and (3) a schedule for updating the analysis,
reporting the results, and proposing any needed changes to the site's emergency
planning or response program.
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6. USING HAZARD SURVEY AND HAZARDS
ASSESSMENT RESULTS
6.1 Hazards Survey and Hazard Assessment
It is expected that DOE facilities already meet most Base Program planning requirements
through building fire preplans, building evacuation plans, building warden systems,
employee emergency notification systems, onsite medical and security plans, and mutual
aid agreements with offsite organizations. For most facilities, the major program
development effort resulting from the revised Order and this guidance should be the
establishment of emergency categorization criteria and organization changes to ensure that
the prompt notification requirement for operational emergencies is met. Volume III,
Chapter 3, of the Emergency Management Guide provides guidance on categorization of
operational emergencies that do not require classification. Existing site-specific
Occurrence Reporting and EAL procedures provide a framework within which the new
categorization requirement can be implemented.
Section 25
Using the results of the Hazards Survey, the “Notification” element of the site emergency
management program should be reviewed and responsibility assigned for completing the
30-minute notifications of operational emergencies not requiring classification. Some sites
assign the responsibility for all notifications to a single “Notification Center,” whereas
others split the responsibilities for occurrence and emergency reporting. If the
responsibility is split, reporting of operational emergencies not requiring classification
should be assigned to the organizational entity currently responsible for reporting
emergencies that are classified as Alert and higher.
The Hazards Survey process will involve the review of facility programs already in place
to meet Federal, State, and local requirements related to worker health and safety,
environmental protection, and hazardous materials reporting. It is not suggested that
emergency management departments assume increased responsibility and authority for
ensuring compliance with the Resource Conservation & Recovery Act (RCRA),
CERCLA, NPDES, and Occupational Safety and Health Administration (OSHA)
requirements. However, the Hazards Survey and its periodic updates should, as a
minimum, serve as an internal quality assurance check on compliance with those
regulations. Site/facility management may find it useful to incorporate the Hazards Survey
process into its program of internal oversight and compliance monitoring for hazardous
materials, environmental protection, and worker safety regulations.
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6.2 Hazards Assessment
In general, existing Hazards Assessments that were done in accordance with the previous
guidance will meet the intent of the DOE O 151.1 requirements. Most sites/facilities will
need only to continue periodic reviews and updates as specified in the Order. Sites/
facilities will need to revise any EALs that may have been developed to classify offsite
events (i.e., transportation accidents) involving DOE hazardous materials and nuclear
weapons. Under DOE O 151.1, such offsite events are categorized as operational
emergencies but are not to be classified as Alert, Site Area Emergency, or General
Emergency.
Once completed, the Hazards Assessment products should be used to develop other
program elements. Examples of the use of Hazards Assessment output are provided
below.
! EALs. The Hazards Assessment provides the quantitative relationships between
events and their consequences as well as the event descriptions and indications of
barrier challenge and failure that serve as EAL statements.
! ERO. The nature and severity of the events analyzed should provide the basis for
both on-shift and on-call ERO staffing. Qualified staff should be designated to
perform all response functions. Staffing levels and expertise for performing
functions such as consequence assessment and medical support are directly
determined by the hazards present at the site/facility.
! Notification and Communications. For facilities subject to hazardous material
operational emergencies, the potentially affected areas, the transport times, and the
impacts of hazardous material releases will define the need for systems,
procedures, and staff to carry out notifications. The level of sophistication and
redundancy in communications systems should be directly related to the potential
need for performing rapid onsite and offsite notifications and requests for
assistance.
Section 26
! Offsite Response Interfaces. In addition to identifying the offsite parties to
whom prompt emergency notifications must be made, the Hazards Assessment
should be used to define needs for specialized offsite support such as ambulances,
medical facilities and personnel, hazardous materials response teams, firefighting
support, and public affairs interfaces.
! Consequence Assessment. Developing the source term data and performing the
consequence calculations required in the Hazards Assessment will help establish
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that the consequence assessment models and/or techniques available for use during
actual emergencies are appropriate for specific hazardous materials over the range
of possible release and transport conditions. The Hazards Assessment Document,
or a summary thereof, should be available to responders as a ready source of data
on each facility's hazardous material inventory, barrier descriptions and failure
modes, monitoring instruments, and emergency event scenarios.
! Emergency Medical Support. The hazards analyzed in the Hazards Assessment
will define the medical support required. The Hazards Assessment should be used
to determine the need for special preparations such as decontamination supplies;
chelating, neutralizing and blocking agents; and medical staff training in treatment
of victims exposed to site/facility specific hazards.
! Protective Actions and Reentry. EALs for Alert through General Emergency
are based on calculated event consequences at various distances and the applicable
protective action criteria. The consequence calculation results should be used
directly to determine EAL-specific protective actions (onsite) and offsite
Protective Action Recommendations to be used until real-time event information is
available to perform consequence assessment.
! Emergency Public Information. The hazards analyzed in the Hazards
Assessment and the extent of their impacts will directly dictate the content and
geographical coverage of the Emergency Public Information program. The public
information program should address the nature of the potential hazardous materials
releases, the notifications and information systems in place, and protective actions
most likely to be implemented (e.g., evacuation routes, guidelines for sheltering in
place).
! Emergency Facilities and Equipment. The nature and potential for release of
the hazards analyzed in the Hazards Assessment should dictate many of the
specifications for facilities and equipment. Overall facility and site emergency
potential will help define general needs, such as communications equipment and
EOC size, while specific hazards may indicate need for specialized equipment such
as protective clothing, portable monitoring instruments, decontamination supplies,
consequence assessment computers, Hazardous Materials (HAZMAT) response
vehicles and supplies, and facility data acquisition systems.
! Drills, Training, and Exercises. The Hazards Assessment combined with the
Hazardous Waste Operations and Emergency Response (HAZWOPER) and SAR
programs provide a ready source of scenarios and source terms for use in
developing facility-specific drills and exercises. Training, ranging from “general
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employee training” to ERO Manager, training should be customized around the
Hazards Assessment and the HAZWOPER programs and their associated program
elements.
Section 27
Other uses of the Hazards Assessment results, beyond developing specific elements of the
Operational Emergency Management Program, include the following.
! Comprehensive and defensible inventory of all hazardous material.
! Quantitative accident analysis for use as a cross check of or input to the SAR
process.
! Development of recommendations for minimizing or segmenting hazardous
materials inventories.
! Quantitative inputs to the fire preplanning and hazardous material spill
prevention/cleanup plans.
! Accident range effluent monitoring capability evaluation and recommendations for
upgrades.
! Identification of facility hardware and/or procedures modifications which would be
beneficial in the avoidance and mitigation of events analyzed.
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7. BIBLIOGRAPHY
DOE O 151.1 Chg 2. Comprehensive Emergency Management System. August 21,
1996.
DOE M 232.1-1A. Occurrence Reporting and Processing of Operations Information.
July 21, 1997.
DOE O 420.1. Facility Safety. October 13, 1995.
DOE O 440.1 Chg 2. Worker Protection Management for DOE Federal and Contractor
Employees. October 21, 1996.
DOE O 470.1. Safeguards and Security Program. September 28, 1996.
DOE 5480.5. Safety of Nuclear Facilities. September 23, 1986.
DOE 5480.6. Safety of Department of Energy-owned Reactors. September 23, 1986.
DOE 5480.21. Unreviewed Safety Questions. December 24, 1991.
DOE 5480.22. Technical Safety Requirements. February 25, 1992.
DOE 5480.23. Nuclear Safety Analysis Reports. April 10, 1992.
DOE-STD-1027-92. Hazard Categorization and Accident Analysis Techniques for
Compliance with DOE 5480.23, Nuclear Safety Analysis Report. 1992.
DOE-STD-3009-94. Preparation Guide for U.S. Department of Energy Nonreactor
Nuclear Facility Safety Analysis Report. 1994.
DOE-HDBK-1062-96. Fire Protection Handbook. 1996.
DOE-HDBK-3010-94. Airborne Release Fractions/Rates and Respirable Fractions for
Nonreactor Nuclear Facilities. 1994.
Title 10 CFR 30.72, Schedule C. Quantities Requiring Consideration of the Need for
Emergency Planning,
Title 29 CFR 1910.119. Process Safety Management of Highly Hazardous Chemicals.
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Title 29 CFR 1910.120. Hazardous Waste Operations and Emergency Response.
Title 40 CFR 68. Chemical Release Prevention Requirements.
Title 40 CFR 355. Emergency Planning and Notification.
Manual of Protective Action Guides and Protective Actions for Nuclear Incidents,
EPA 400-R-92-001. Environmental Protection Agency. May 1992.
Technical Guidance for Hazards Analysis. EPA-OSWER-88-0001. Environmental
Protection Agency. December 1987.
Planning Basis for the Development of State and Local Government Radiological
Emergency Response Plans in Support of Light Water Nuclear Power Plants,
NUREG-0396/EPA 520/1-78-016. Nuclear Regulatory Commission and Environmental
Protection Agency. 1978.
Criteria for Preparation And Evaluation of Radiological Emergency Response Plans and
Preparedness in Support of Nuclear Power Plants. NUREG-0654/FEMA-REP-1, Rev. 1.
Nuclear Regulatory Commission and Federal Emergency Management Agency.
November 1980.
Atmospheric Dispersion Modeling Resource. DOE Emergency Management Advisory
Committee Subcommittee on Consequence Assessment and Protective Actions. 1995.
(NOTE: Information on how to obtain this document is available on the SCAPA Internet
Web site at: http://www.sep.bnl.gov/es/scapa.htm)
Section 28
American Industrial Hygiene Association (AIHA) 1996. The AIHA 1996 Emergency
Response Planning Guidelines and Workplace Environmental Exposure Level Guides
Handbook.
Shleien, B. Preparedness and Response in Radiation Accidents, Health and Human
Services Publication, FDA 83-8211. August 1983.
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Acronyms
AED Aerodynamic Equivalent Diameter
ARF Airborne Release Fraction
ARR Airborne Release Rate
CEDE Committed Effective Dose Equivalent
CERCLA Comprehensive Environmental Response, Compensation, and Liability Act
DCF Dose Conversion Factor
DOE Department of Energy
DOT Department of Transportation
DR Damage Ratio
EAL Emergency Action Level
EHS Extremely Hazardous Substance
EPA Environmental Protection Agency
EPCRA Emergency Planning and Community Right-to-Know Act
EPZ Emergency Planning Zone
ERAP Emergency Readiness Assurance Plan
ERO Emergency Response Organization
ERPG Emergency Response Planning Guideline
FEMA Federal Emergency Management Agency
FHA Fire Hazards Analysis
HAZMAT Hazardous Materials
HAZWOPER Hazardous Waste Operations and Emergency Response
LEPC Local Emergency Planning Committee
LPF Leak Path Factor
MAR Material at Risk
NPDES National Pollutant Discharge Elimination System
NRC Nuclear Regulatory Commission
NWS National Weather Service
OSHA Occupational Safety & Health Administration
PAG Protective Action Guide
PRA Probabilistic Risk Assessment
RCRA Resource Conservation & Recovery Act
RF Respirable Fraction
RQ Reportable Quantities
SAR Safety Analysis Report
ST Source Term
TEDE Total Effective Dose Equivalent
TSD Treatment, Storage, or Disposal
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APPENDIX A
FACILITY AND SITE BOUNDARY GUIDELINES
A.1 Discussion
Chapter V of the Order defines the Alert class of operational emergencies in terms of
releases of hazardous materials to the environment for which it is expected that “...the
applicable Protective Action Guide or Emergency Response Planning Guideline will be
exceeded at or beyond 30 m from the point of release to the environment, or a site-specific
criterion corresponding to a small fraction of the applicable PAG or ERPG at or beyond
the facility boundary or exclusion zone boundary. . . .” The terms “releases” and
“environment” clearly indicate that the receptor location is to be in the “environment” (i.e.,
outside the facility). For the Hazards Assessment, the receptor location is interpreted to
be the point of maximum ground-level impact (in terms of concentration or radiation dose)
outside the facility. For a ground-level, neutrally buoyant release to the atmosphere, the
point of maximum impact will be the location outside the facility that is nearest to the
potential point of release.
The “facility boundary” concept is easy to apply to a facility that consists of a single
building or structure. However, many DOE facilities consist of large laboratory or
manufacturing complexes that may include several buildings, structures, or installations.
These large and complex facilities, such as accelerators, weapons development and test
facilities, nuclear fuel reprocessing plants, and uranium enrichment plants, require a
flexible and consistent approach to the definition of the facility boundary.
Section 29
For many facilities and activities, there will be little or no question about what constitutes
the facility operational and physical boundaries. Where operational or physical boundaries
do not exist or are not suitable for Hazards Assessment purposes, these guidelines are
intended to help establish appropriate facility boundary distances for use in the emergency
management Hazards Assessment process.
The “facility boundary” selected in accordance with this guidance is intended for use in
hazardous material emergency planning and analysis. It is not intended to correspond to
the exclusion zone normally established by the on-scene Incident Commander for a fire
response.
The boundary definition that is adopted for a given facility may determine whether certain
events and conditions are classified as Alert or Site Area Emergency. In selecting a
facility boundary distance, it must be kept in mind that the process of determining
emergency classes should always enhance communications and promote common
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understanding of the general level of severity or magnitude of the event, both within the
DOE and contractor community, and for the general public and news media.
Implicit in the DOE Order emergency class definitions and discussion is the assumption
that DOE facilities are located within larger tracts (sites) over which DOE has access
control authority. There is a logical progression in severity from events that affect the
facility but not the larger site (Alert), to those that affect the site outside the facility but
not offsite areas (Site Area Emergency), to those that affect offsite areas (General
Emergency). This progression reflects the assumption that a buffer of DOE-controlled
land exists between each DOE facility and the site boundary. Some DOE facilities may
not have this buffer, and the relationship between facility boundary, site boundary and the
emergency classes should be carefully considered when defining facility boundaries and
determining the emergency classes that best describe facility events.
A.2 Selection of Facility Boundary Distance
For emergency planning purposes, several structures or component units with a common
or related purpose may constitute a single facility. On the other hand, a complex of
dissimilar buildings, processes, and equipment may be considered as a single facility if they
are physically adjacent, under common management, and contribute to a common
programmatic mission.
If a single building or structure contains several tenant activities or units, such as process
lines, hot cells, or hazardous material storage, it may be reasonable to consider the entire
structure as one facility even though the constituent units may have little to do with one
another.
Use of standard “facility boundary distances” (analysis radii) for all facilities at a given site
is encouraged. Using the same facility boundary analysis radius for all facilities ensures
that the relationship between emergency class and consequences is consistent across the
site.
! The facility boundary analysis radius should not be less than about 100 m or
greater than about 200 m. This range of distances is suggested for the following
reasons.
- It ensures that the relationship between emergency class and event
consequences is reasonably consistent across the DOE complex.
- It approximates the distance to physical, administrative, or security
boundaries that exist at many of the larger DOE facilities.
Section 30
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- It encompasses the 152 m (500 ft) initial isolation zone distance
recommended in the DOT Emergency Response Guidebook for small spills
of more than 80 percent of the hazardous materials listed.
- Inside 100 m, personnel who might be exposed to the hazardous material at
levels exceeding the applicable protective action criterion are likely to be
associated with the subject facility. This suggests that the impact of such
an event should be characterized as “local” rather than “sitewide.”
! If the facility boundary (or the analysis radius) coincides with or crosses a site
boundary, or encompasses a significant number of other site workers or any area
routinely accessible to the general public, a higher classification for any given event
is indicated. An event that would be a SAE for a facility embedded in a large DOE
site might be a GE for a facility located where the facility and site boundaries
coincide.
! It may be useful to define a facility to include the entire fenced security area that
surrounds the facility of interest. This approach is reasonable if the security area:
- is small with respect to the size of the site (i.e., distance to the facility
boundary is short with respect to the site boundary distance); and
- includes few personnel not directly involved with the operations and
management of the facility.
If the facility boundary is defined in this way, the minimum distance from a likely
release point to the facility boundary should be used as the analysis radius for all
consequence calculations.
The following are examples of what should not be considered as a facility for Hazards
Assessment purposes.
! Individual rooms, process areas, or laboratories within a larger building or
structure. Even if the room/laboratory is different (in terms of hazardous materials
or operations) from the rest of the building or it is under different programmatic
control or management, it is preferable that the room/laboratory be treated as a
component of a readily recognizable physical entity (building or complex) for
which there are established landlord and building manager/building emergency
director functions. Where more than one contractor occupies the same facility or
complex, primary responsibility for the facility Hazards Assessment and emergency
plan should be assigned to one organization. All other contractors’ Hazards
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Assessments and plans should then be subordinate to those of the primary
contractor.
! Separate storage or support structures that are physically near and functionally
subordinate to a facility having a Hazards Assessment. Examples include a
warehouse or waste storage building on the site of a major material processing
facility. It is preferable that the support structure be treated, for Hazards
Assessment purposes, as a component of the material processing facility.
However, if the support structure occupies a large area compared to the area
occupied by the rest of the facility, or if its functions are significantly different, the
support structure should be treated as a separate facility. Examples include a tank
farm that receives waste from a fuel reprocessing plant, or a storage yard for
uranium hexafluoride cylinders adjacent to an enrichment plant. Separate facilities
may share a common EPZ.
Section 31
! Large geographic areas enclosing multiple structures, operating areas or
components, or distances between individual structures that exceed a few hundred
meters, indicate the need for a finer facility definition.
A.3 Definition of Site Boundaries
In general, the perimeter enclosing the area where DOE has the responsibility for
implementing protective action will be the site boundary. DOE facilities occupied by
vendors or contractors with which agreements have been reached regarding emergency
notification and protective action responsibilities should be considered “onsite” for
purposes of analysis and event classification. However, there are several possible
situations that could require adjustments to achieve overall consistency with the intent of
DOE Orders and with sound emergency management principles.
! If the general public can gain unescorted access to areas of the DOE site, such as
public highways or visitor centers, those areas should be considered as offsite for
purposes of emergency class definition, unless it is ensured that those areas can be
evacuated and access control established within about one (1) hour of any
emergency declaration.
! Any non-DOE facility or activity located within a DOE site may be considered as
offsite for purposes of emergency class definition. The potential effect on the non-
DOE facility of a hazardous material emergency originating at a DOE facility may
necessitate the type of coordinated response characteristic of a General
Emergency.
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Acronyms
EPZ Emergency Planning Zone
ERPG Emergency Response Planning Guideline
GE General Emergency
PAG Protective Action Guide
SAE Site Area Emergency
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APPENDIX B
CONSEQUENCE THRESHOLDS FOR USE
IN FACILITY HAZARDS ASSESSMENT
B.1 Introduction
The purpose of this Appendix is to provide additional guidance regarding the definition
and use of the terms, “Protective Action Guides (PAGs),” “Emergency Response Planning
Guidelines (ERPGs),” and “Threshold for Early Lethality (TEL),” as consequence
thresholds for hazardous material effects. PAGs and ERPG-2 values (or alternatives) are
referred to generically and collectively, in this chapter and elsewhere, as “protective action
criteria” (PAC).
The Order specifies the consequences of an actual or potential hazardous material release
as a key determinant of the emergency class. Specifically, the PAGs published by the
Environmental Protection Agency (EPA) are cited as the applicable consequence
thresholds for radiological exposures, and the ERPGs published by the American
Industrial Hygiene Association (AIHA) are identified as the corresponding consequence
thresholds for non-radiological hazards. The Order does not address the limitations of
these standards or describe the precise manner in which they are to be used for Hazards
Assessment and emergency planning.
Section 3.6 of this volume directs the user to calculate the consequences of hazardous
material releases at several locations and compare the results with the applicable PAG or
ERPG-2 value in order to determine the appropriate emergency class. The user is also
directed to calculate the maximum distance at which protective action criteria and TELs
would be expected and to use those distances in determination of EPZs.
Section 32
B.2 Protective Action Criteria
Protective action criteria are levels of hazardous material impact that, if observed or
predicted, indicate action is needed to prevent or limit exposure of people to the hazard.
As detailed in this section, protective action criteria for DOE facility emergency planning
and response are to be based on the PAGs published by the EPA (radiological) and the
AIHA ERPGs (non-radiological).
B.2.1 Radiological Protective Action Criteria
General. Chapter V of the Order specifies that the PAGs published by the EPA in its
Manual of Protective Action Guides and Protective Actions For Nuclear Incidents
(EPA-400) are to be used for comparison with exposures resulting from radiological
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releases to determine the appropriate emergency class. These PAGs are intended to apply
only to projected doses resulting from exposures to airborne releases of radioactive
materials during the early phase of an emergency. The pathways considered include
external gamma and beta dose from direct exposure to airborne and deposited material,
and the committed dose to internal organs from inhalation of radioactive material.
Although beta dose is discussed in EPA-400, it is not expected to be limiting for
atmospheric releases from DOE facilities and is not included in the dose conversion
factors (DCF) tables in Chapter 5 of EPA-400.
The projected dose value for initiating protective actions (evacuation or sheltering)
specified in Table 2.1 of EPA-400 is 1-5 rem, where the projected dose represents the sum
of the effective dose equivalent (EDE) resulting from exposure to external sources and the
50-year committed effective dose equivalent (CEDE) from all significant inhalation
pathways during the early phase. The sum of the EDE and CEDE is the Total Effective
Dose Equivalent (TEDE). It should be noted that the EPA methodology uses a 4-day
ground shine component (from deposited plume material) in computing the EDE values.
The PAG values for committed dose equivalent to the thyroid and the skin are
5-25 and 50-250 rem, respectively.
The EPA PAGs are stated in terms of projected dose for the entire early phase of an event,
and are based on the assumption that half the projected dose can be avoided by
evacuation.
The EPA PAGs are stated in terms of the TEDE, which includes the 50-year CEDE from
material inhaled. However, there is a large body of scientific opinion to the effect that the
50-year CEDE is inappropriate for use in setting PAGs for long-lived radionuclides, such
as those found at many DOE facilities. For some long-lived radionuclides deposited in the
body, the dose received in the first year (i.e., the highest annual dose from a one-time
intake) may be only about 1/50 of the CEDE. For example, if a CEDE of 1 rem from a
long-lived internally deposited radionuclide is calculated, the actual dose equivalent
received in the first year could be as little as 20 mrem, a small fraction of the natural
background radiation dose equivalent received annually by every human being on earth. It
is debatable whether it is appropriate to classify an event and recommend a protective
action based on a projected dose equivalent far less than that received from natural
background sources in any given year. A useful treatment of the relationship of the
dosimetric units involved is found in Dosimetric Quantities and Their Relationship to
Risks to Individuals.
Section 33
Guidance. The terms “PAG” and “EPA Protective Action Guides” used in the Order
should be interpreted as follows.
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! A projected dose equivalent of 1 rem TEDE to standard man, where the projected
TEDE is the sum of the EDE from exposure to external sources and the CEDE
from inhalation during the early phase; or
! a projected committed dose equivalent (CDE) to the adult thyroid of 5 rem; or
! a projected CDE to the skin of 50 rem.
EPA-400 provides for use of a TEDE ground shine component of less than 4 days, and for
not including exposure pathways contributing less than 10 percent of the TEDE. The
following procedure is recommended for determining how (or if) the ground shine
component of the EDE is to be computed.
! If the full 4-day ground shine component of TEDE can be shown to represent less
than 10 percent of the TEDE, it may be excluded.
! If the full 4-day ground shine component cannot be eliminated by applying the 10
percent rule above, the ground shine should be included for a period of time equal
to the estimated EPZ evacuation time. If no official estimate of EPZ evacuation
time exists, conservative estimates should be used.
! If ground shine values of less than 4 days are to be used, then the 4-day DCFs in
Section 5.6 of EPA-400 should be reduced proportionately (e.g., a 16-hour
estimate of evacuation time would call for use of 16/96, or 0.17 times the DCF
values.
If a large fraction (i.e., more than half) of the projected TEDE addressed above in this
section results from inhalation of radionuclides with long effective half lives in the body,
the fact that the dose will be delivered over a long period of time should be considered.
For such cases, DOE facilities may choose to use the higher (5 rem) PAG value for
planning and Hazards Assessment purposes.
Facilities having substantive and persuasive arguments for the use of other protective
action threshold values may propose values that are specific to their radioactive material
holdings and operations. Requests for exemption from the Order requirement should be
submitted in accordance with Paragraph 3c of the Order. Any exemption request should
be supported by an analysis that addresses the four principles that form the basis for the
selection of the EPA PAG values and the other considerations utilized in the selection
process, as discussed in Appendix C of the EPA-400.
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For ingestion pathway exposure, the protective action guides adopted by the U.S. Food
and Drug Administration (FDA), in FDA 83-8211, should be used for planning purposes
as follows.
! The “Preventive PAG,” 1.5 rem projected dose commitment to the thyroid or 0.5
rem projected dose commitment to the whole body, bone marrow, or any other
organ, is the value at which officials should take protective actions having minimal
impact, to prevent or reduce the radioactive contamination of human food or
animal feeds.
! The “Emergency PAG,” 15 rem projected dose commitment to the thyroid or 5
rem projected dose commitment to the whole body, bone marrow, or any other
organ, is the value at which responsible officials should isolate food containing
radioactivity to prevent its introduction into commerce and determine whether
condemnation or another disposition is appropriate.
Section 34
! Response levels corresponding to these PAGs should be derived for the specific
radionuclides, foodstuffs, and animal feeds of interest according to the FDA
recommendations.
B.2.2 Non-radiological Protective Action Criteria
General. Chapter V of the Order specifies that ERPGs developed and approved by the
AIHA are to be used for comparison with exposures resulting from non-radiological
releases to determine the appropriate emergency class. Within the ERPG system, three
biological reference values are defined for each material as follows.
! ERPG-1 is the maximum airborne concentration below which it is believed that
nearly all individuals could be exposed for up to 1 hour without experiencing other
than mild transient adverse health effects or perceiving a clearly defined
objectionable odor.
! ERPG-2 is the maximum airborne concentration below which it is believed that
nearly all individuals could be exposed for up to 1 hour without experiencing or
developing irreversible or other serious health effects or symptoms that could
impair their abilities to take protective action.
! ERPG-3 is the maximum airborne concentration below which it is believed that
nearly all individuals could be exposed for up to 1 hour without experiencing or
developing life-threatening health effects.
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ERPGs have been issued for approximately 70 chemicals as of early 1996. There are no
ERPG values for many of the hazardous chemicals of particular interest to DOE and its
operations.
A number of sets of chemical exposure guidelines have been issued by other agencies and
are sometimes used as emergency planning criteria. Besides the ERPGs, these include the
short-term public emergency guidance levels (SPEGLs) and emergency exposure guidance
levels (EEGLs) developed by the National Research Council, and the levels of concern
(LOCs) published jointly by the EPA, FEMA, and DOT.
The Chemical Exposures Working Group of the DOE Emergency Management Advisory
Committee (EMAC) Subcommittee on Consequence Assessment and Protective Action
(SCAPA) devised and published a method for determining alternative planning values for
chemicals without AIHA-approved ERPG values. Table 1 summarizes the method, which
uses a hierarchy of sources to determine alternatives to the ERPG-1, 2, and 3 values.
Table 1. Recommended Hierarchy of Alternative Concentration Guidelines.
Primary Hierarchy of Source of Exposure
Guideline Alternative Guidelines Limit Concentration
ERPG-3 AIHA
EEGL (30-min) NAS
IDLH NIOSH
ERPG-2 AIHA
EEGL (60-min) NAS
LOC EPA/FEMA/DOT
TLV-C ACGIH
PEL-C OSHA
TLV-TWA x 5 ACGIH
ERPG-1 AIHA
TLV-STEL ACGIH
PEL-STEL OSHA
TLV-TWA x 3 ACGIH
Abbreviations
ACGIH American Conference of Governmental Industrial Hygienists
AIHA American Industrial Hygiene Association ERP Committee
DOT U. S. Department of Transportation
EEGL Emergency Exposure Guidance Level
EPA U. S. Environmental Protection Agency
IDLH Immediately Dangerous to Life and Health
LOC Level of Concern
NAS National Academy of Sciences Committee on Toxicology
NIOSH National Institute for Occupational Safety and Health
OSHA Occupational Safety and Health Administration
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PEL-C Permissible Exposure Limit - Ceiling
PEL-STEL Permissible Exposure Limit - Short Term Exposure Limit
TLV-C Threshold Limit Value - Ceiling
TLV-STEL Threshold Limit Value - Short Term Exposure Limit
TLV-TWA Threshold Limit Value - Time Weighted Average
Section 35
The AIHA ERPG values, or alternative values determined in accordance with Table 1,
should be compared with the predicted maximum 15-minute average concentration. For
exposure periods of less than 15 minutes, concentrations for comparison with the
guidelines may be calculated over a shorter time period (e.g., the exposure duration).
Some consequence assessment dispersion codes will calculate the desired maximum
15-minute average concentration directly, by allowing the analyst to specify the averaging
period. To determine the average concentration manually, the following formula can be
used.
C T + C T + C T E C T1 1 2 2 n n n n
TWA = ---------------------------- = ---------
T + T + T E T1 2 n n
where: C = Concentration (ppm or mg/m )3
T = Time period of exposure (min)
It is not recommended that individual time intervals of less than 1 minute be used in the
numerator of the above formula for calculating the TWA. For the peak 15-minute TWA,
the 15-minute period of maximum exposure (concentration) is selected and input (as 15
one-minute segments) into the above formula. For exposure periods of less than
15 minutes, the product of C T may equal zero during the exposure period. These “zero"x x
results may be factored into the 15-minute average or the use of a shorter averaging
duration, such as the actual exposure period, may be warranted depending on the acute
toxicity of the chemical of interest and the peak concentration observed.
Guidance. For purposes of applying the Order emergency class definitions, the terms,
“ERPG” and “appropriate ERPG exposure levels” should be interpreted to mean the
following.
A 15-minute TWA concentration of the substance in air that equals or exceeds the
published ERPG-2 value, or its alternative value, for that substance.
If ERPG values have not been published by the AIHA for a substance of interest, the
method described in this section should be used to develop an alternative value.
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B.3 Threshold for Early Lethality (TEL)
General. Chapter 4 of this volume specifies use of the maximum distance at which facility
emergency consequences could exceed a threshold for early (acute) lethality as one
element in the determination of EPZ size.
In general, early lethality is equated with deterministic processes (i.e., a threshold of
exposure exists below which the effect is not observed and the severity of the effect is
related to the dose or exposure).
As used here, the early lethality threshold applies to the general population and is intended
to approximate the level of dose or exposure at which the sensitive groups within any
large population would begin to show an increase in mortality. The definitions below are
intended only for use in the facility Hazards Assessment process.
Guidance. For purposes of conducting facility Hazards Assessments, the term “threshold
for early lethality (TEL)” should be interpreted as follows.
! For radiological releases:
A projected dose (TEDE) of about 100 rem to reference man, where the projected
TEDE is the sum of the EDE from exposure to external sources and the CEDE
from inhalation during the early phase.
The use of 100 rem TEDE as an approximation of the lethality threshold is quite
conservative. Radiation effects studies have estimated a 5 percent risk of early
fatality following an acute dose of 140 rem, with a smaller but indeterminate risk
expected for doses below that level. Little if any risk of early fatality would be
associated with 100 rem TEDE if the dose were received over a period of time
from radioactive material taken into the body.
Section 36
! For non-radiological releases:
A projected 15-minute average concentration of the substance in air that equals
or exceeds the ERPG-3 or alternative value for that substance.
B.4 References
The AIHA 1996 Emergency Response Planning Guidelines and Workplace
Environmental Exposure Level Guides Handbook. American Industrial Hygiene
Association. 1996.
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D. K. Craig et. al. Alternative Guideline Limits for Chemicals Without Emergency
Response Planning Guidelines. AIHA Journal. pp 919-925. September 1995.
Manual of Protective Action Guides and Protective Actions For Nuclear Incidents.
EPA 400-R-92-001. Environmental Protection Agency. October, 1991.
L. Gephart and S. Moses. An Approach to Evaluate the Acute Impacts from Simulated
Accidental Releases of Chlorine and Ammonia. Eastman Kodak Company.
Rochester, NY. January 1989.
R.L. Hill and J. R. Johnson. Dosimetric Quantities and Their Relationship to Risks to
Individuals. PNL-SA-18260. Pacific Northwest Laboratory. Richland, WA. June 1990.
Report to the General Assembly, Sources, Effects and Risks of Ionizing Radiation.
United Nations Scientific Committee on the Effects of Atomic Radiation (UNSCEAR).
1988.
Acronyms
AIHA American Industrial Hygiene Association
CDE Committed Dose Equivalent
CEDE Committed Effective Dose Equivalent
DCF Dose Conversion Factor
EDE Effective Dose Equivalent
EEGL Emergency Exposure Guidance Levels
EMAC Emergency Management Advisory Committee
EPA Environmental Protection Agency
ERPG Emergency Response Planning Guidelines
FDA U.S. Food and Drug Administration
LOC Level of Concern
PAG Protective Action Guide
SCAPA Subcommittee on Consequence Assessment and Protective Action
SPEGL Short-term Public Emergency Guidance Levels
TEDE Total Effective Dose Equivalent
TEL Threshold for Early Lethality
TWA Time Weighted Average
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APPENDIX C
EXAMPLE APPLICATION OF THE HAZARDS SURVEY
GUIDANCE TO A HYPOTHETICAL DOE SITE
C.1 Introduction
The purpose of this appendix is to illustrate the application of the Hazards Survey
guidance described in the main body of this volume. Chapter 2 describes the steps of a
suggested approach to conducting a facility Hazards Survey. The steps were described
quite briefly and in sufficiently general language that they could be applied to a broad
variety of facility types. It is believed that the intent of the guidance can be made much
clearer by use of examples than by any other method.
This appendix is presented in the format of a Hazards Survey Document for a hypothetical
DOE facility and site, prepared in accordance with the suggested methodology.
Numbered sections (i.e., 1, 2, 2.1, etc.) are parts of the example Hazards Survey
Document.
The format and content of the example application, presented in the following pages,
should be viewed as an acceptable means of meeting the Hazards Survey requirement of
DOE O 151.1 and documenting its results. The table of contents for the example Hazards
Survey is given below.
1. INTRODUCTION
2. SCOPE
3. SUMMARY
C.2 Example Hazards Survey
123 AREA Hazards Survey
1. Introduction
This report documents the Hazards Survey for facilities in the 123 Area of the DOE
Erlenmeyer Site. The Hazards Survey was conducted in accordance with Volume I,
Chapter 2 of the DOE Emergency Management Guide, Guidance for Hazards Surveys
and Hazards Assessments, to fulfill the DOE O 151.1 requirement that a Hazards Survey
be done to identify the conditions to be addressed by the comprehensive emergency
management program.
Section 37
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2. Scope
2.1 Site Description
The Erlenmeyer Site is described in Section 3 of the Site Comprehensive Emergency Plan.
The 123 Area is described in Section 3.2.2 of that document.
2.2 Facilities Covered
This Hazards Survey covers all facilities and operations within the 123 Area. Included are
research and development laboratories, warehouses, utility services, and administrative
offices. The facilities and the results of the survey are presented in Table 2.1.
3. Summary
As a result of the qualitative Hazards Survey documented in Table 2.1, facilities in the
123 Area can be grouped according to their emergency potential as detailed below.
3.1 Facilities Having Potential For Operational Emergencies Requiring Classification
Based on hazardous material inventory information sources listed in Table 3.1, the ABC
Facility and the Water Treatment Plant (Building 152) are determined to have the potential
for operational emergencies that would be classified as Alert, Site Area Emergency, or
General Emergency. Quantitative Hazards Assessments are required for these facilities.
The Hazards Assessment for the ABC Facility is documented in (reference) and for
Building 152 in (reference).
Because of the potential for operational emergencies requiring classification, the planning
and preparedness requirements of DOE O 151.1, Chapter IV, apply to the ABC Facility,
Building 152, and the site as a whole. The Erlenmeyer Site Emergency Plan,
ERL-EM-0001, provides for comprehensive and integrated site planning, preparedness,
and response for all potential emergency conditions involving the release of hazardous
materials on the site. The site plan and implementation procedures, together with the
Building/Facility Emergency plans and procedures for the ABC Facility and Building 152,
address each of the planning, preparedness, and response requirements of DOE O 151.1,
Chapter IV.
3.2 Facilities Having No Potential for Operational Emergencies Requiring Classification
The following facilities are determined to have the potential for events or conditions that
would be categorized as operational emergencies in accordance with the criteria of
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DOE O 151.1, Chapter V, but not require classification. The organization component
listed is responsible for maintaining planning and preparedness in accordance with the
“applicable requirements” identified in Table 2.1 and for making specific provisions for
timely recognition and reporting of operational emergencies originating in or affecting the
facility.
Building Number Responsible Organization and Organization Code
101 Craft Services (SL40)
102 Emergency Services (SE55)
103, 104, 106, 108, 109 XYZ Operations (TK41)
113, 151, 152 Site Utilities Engineering (TZ30)
114 ABC Operations (TK44)
117, 118, 121 PQR Laboratory Operations (MX72)
999 Contract Services (CZ00)
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T
ab
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Section 39
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Table 3.1. Sources of 123 Area Hazardous Material Inventory Information
Building Hazardous Material Inventory Information Sources
101 Site Hazardous Material Inventory and Tracking System (MIST),
6/5/96. Facility walk-through on 6/23/96.
102 MIST, 6/5/96. Facility walk-through on 6/23/96.
103, 104, 108, 109, MIST, 6/5/96. Facility walk-throughs on 6/23/96.
114, 117
106, 113, 118, 121 MIST, 6/9/96. Facility walk-throughs on 6/24/96.
ABC MIST, 6/4/96. ABC Hazards Assessment dated 1/94 and supplement
dated 7/95. MWUPPPP Process safety assessment dated 5/95. Facility
walk-through on 6/22/96.
999 MIST, 6/11/96. Facility walk-through on 6/19/96.
151 MIST, 6/4/96. Facility walk-through on 6/19/96.
152 MIST, 6/4/96. Bldg 152 Hazards Assessment dated 4/94. Facility
walk-through on 6/19/96.
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APPENDIX D
EXAMPLE APPLICATION OF THE
HAZARDS ASSESSMENT METHOD
TO A HYPOTHETICAL DOE FACILITY
D.1 Introduction
The purpose of this Appendix is to illustrate the application of the Hazards Assessment
process described in the main body of this volume. Chapter 3 describes the steps of a
suggested integrated approach to conducting a facility Hazards Assessment. The steps
were described quite briefly and in sufficiently general language that they could be applied
to a broad variety of facility types. It is believed that the intent of the guidance can be
made much clearer by use of examples than by any other method.
This Appendix is presented in the format of a Hazards Assessment Document for a
hypothetical DOE facility and site, prepared in accordance with the suggested
methodology. Numbered sections (i.e., 1.1, 1.2, etc.) are parts of the example Hazards
Assessment Document. Explanatory notes and background information, which appear in
italics, are included for the benefit of the user.
The format and content of the example application, presented in the following pages,
should be viewed as an acceptable means of meeting the Hazards Assessment requirement
of DOE O 151.1 and documenting its results. The table of contents for the example
Hazards Assessment is given below.
1. INTRODUCTION
2. FACILITY AND SITE DESCRIPTION
3. IDENTIFICATION AND SCREENING OF HAZARDS
4. HAZARD CHARACTERIZATION
5. ANALYSIS OF EMERGENCY CONDITIONS
6. EVENT CONSEQUENCES
7. EMERGENCY PLANNING ZONE
8. EMERGENCY CLASSES, PROTECTIVE ACTIONS, AND EALs
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9. MAINTENANCE/REVIEW OF THIS HAZARDS ASSESSMENT
D.2 Example Hazards Assessment
HAZARDS ASSESSMENT FOR THE ABC FACILITY
1. Introduction
Section 40
This report documents the Hazards Assessment for the ABC Facility located on the DOE
XYZ Site. The Hazards Assessment was conducted in accordance with DOE
Headquarters guidance to fulfill the DOE O 151.1 requirement for a facility-specific
Hazards Assessment to provide the technical basis for facility emergency planning efforts.
2. Facility and Site Description
Detailed descriptions of the ABC Facility and the XYZ Site are found in Sections 2 and 3,
respectively, of the ABC Facility Safety Analysis Report (Reference ). The following
summary is derived from that description.
Note: It is not intended that the facility and site description section be voluminous. If
suitable facility and site descriptions are not available for reference, a maximum of 5 to
10 pages of text plus 2-4 maps or figures showing the facility and site layout should
suffice for most facilities. If a reasonably complete and current facility and site
description is available in a published SAR or similar document, it should be introduced
by reference and summarized as shown here. Note that the site description should
include a description of the climate, geography, hydrology, seismology, and land use on
and near the site.
2.1 Facility Mission
The ABC Facility is a chemical and materials engineering laboratory that provides a
diversified capability for radioactive chemical processing and materials engineering studies.
Among the activities in progress are development of treatment processes for hazardous
wastes and fabrication of prototype thermal-electric generators powered by long-lived
radioisotopes. The ABC Facility is operated by the Operating Contractor under prime
contract with the DOE.
2.2 Location
The ABC Facility is located in the southeast part of the 123 Area of the DOE's XYZ Site.
The 123 Area is a limited access area of about 200 hectares (500 acres) located about
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10 km (6 miles) north of Anytown. Figure 2.1 shows the location of the ABC Facility
with respect to the other facilities in the 123 Area and the immediate surrounding area.
Figure 2.2 shows the location of XYZ Site and approximate distances to cities and towns
in the region.
2.3 Facility Description
For purposes of this Hazards Assessment, the ABC Facility is defined as consisting of the
main ABC Building and the ABC Vent Stack (both described the SAR) plus the ABC
Warehouse Annex and office trailers ABC1 through ABC6. The facility boundary is
defined as shown in Figure 2.1.
_______________________________________________________________________
Figure 2.1. Location of the ABC Facility in the 123 Area.
(Local area map showing facility, facility boundary, adjacent facilities and
occupancy, receptors of interest identified in Section 6, and site boundary.)
________________________________________________________________________
Figure 2.2. Location of the XYZ Site.
(Map showing location of the site with respect to the state, towns, and offsite
receptors identified in Section 6.)
________________________________________________________________________
Section 41
NOTE: The facility boundary in this example is configured to illustrate the inclusion of
ancillary structures as part of the facility for purposes of Hazards Assessment. In the
case of both the warehouse and the office trailers this is judged to be reasonable because
the ancillary structures are: (1) physically close to the main building, (2) within the same
protected area fence, (3) directly in support of the facility mission (storage for equipment
and materials used routinely in the main building and office space for facility staff), and
(4) under the responsibility of the same functional (line) organization and building
manager. There is another major facility only 75 m away within the same protected
area, and for purposes of this Hazards Assessment, the facility boundary is defined as a
100-m radius from the point of release. See Appendix A for additional discussion of the
considerations in establishing facility boundaries.
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The ABC Building is a 62-m × 70-m (200-ft × 240-ft) two-story structure (with partial
basement and third floors) constructed of insulated steel panels on a structural steel frame.
The foundation is poured, reinforced concrete. The roof is gravel-finished, class II,
20-year built-up roofing. The building was constructed in 1964 and was designed to the
requirements of the Uniform Building Code.
The ABC Stack is a 2-m diameter, 60-m (195 ft) tall reinforced concrete stack, located
30 m north of the northeast corner of the ABC Building proper. Ventilation exhaust fans
in the basement of the building exhaust through a tunnel to the stack. A 2.4-m × 4-m
concrete block structure at the base of the stack houses effluent sampling and air flow
measuring instruments.
The ABC Warehouse Annex is a 10-m × 30-m steel frame and panel single-story structure
built on a concrete floor slab. It is located inside the protected area adjacent to the
southeast corner of the ABC Building proper. Its primary use is the receipt and storage of
materials and equipment used in the ABC Building operations. Among the materials and
equipment normally stored there are industrial chemicals and gases, packaged samples of
hazardous waste for use in process testing, shipping casks used for transporting
radioactive material specimens, and packaged low level and mixed waste awaiting
transportation to disposal sites.
Office trailers ABC1 through ABC6, clustered near the southwest corner of the building,
are of conventional modular (mobile) home frame construction on concrete-block
foundations. Of the approximately 80 offices in the trailers, about half are assigned to
employees directly associated with the ABC Building operations. The office trailers are
served by the ABC Building fire alarm and public address/announcing systems.
The protected area security fence shown on Figure 2.1 encloses the ABC Facility as well
as two adjacent facilities, a radiometallurgical laboratory, and the 123 Area water
treatment plant. Entry for both personnel and vehicles to the protected area is gained by
way of the central access portal, which is manned full-time by site security forces. Persons
entering through the central access portal require valid identification with a special access
authorization and are screened for weapons or prohibited articles. Once inside the
protected area, a key card is required to gain access to the ABC Building, the warehouse
annex, or office trailers.
Section 42
Figure 2.1 shows the facilities and other features of the 123 Area, including the number of
persons normally present during working hours and off hours. The nearest site boundary,
and hence, the point closest to the ABC Facility where members of the public can gain
uncontrolled access, is the near bank of the Big River, 300 m to the east. The nearest
public road access is a parking lot 350 m to the southwest.
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The potential effects of natural phenomena and external hazards on the ABC Facility are
described and analyzed in Section of reference (the SAR).
2.4 Processes and Operations
NOTE: For purposes of illustration, this section describes two separate hypothetical
processes that involve hazardous materials. The processes described are not intended to
resemble any specific operations carried out at DOE sites. The example is intended to
illustrate the possibility of two or more basically different types of operations coexisting
in the same facility and being treated in one facility Hazards Assessment.
Process Number 1 (Non-radiological). Process number 1 involves the development and
testing of methods for treating hazardous waste to reduce its volume and facilitate its
storage and disposal. Specifically, soil and building materials contaminated with
polychlorinated biphenyls (PCBs) and heavy metals are used to develop and demonstrate
the treatment processes.
The process begins with the receipt of samples of contaminated materials packaged in
208-L (55-gal) steel drums with plastic liners, at the ABC Warehouse Annex. The
containers are inspected and stored in the warehouse until needed as feed material for the
development process. Typically, 12 to 30 drums containing 50 to 150 kg (110 to 330 lb)
of soil, concrete, brick, wallboard, lumber, and insulation material are stored in the
warehouse at any time. These materials contain from 100 to 5000 parts per million (ppm)
by weight of PCBs and up to 2000 ppm of lead and cadmium.
The waste material is transported, one drum at a time, into Room 101 of the ABC
Building. There, the drums are opened in a ventilation booth and emptied on a sorting
conveyer where the contents are characterized. The sorting conveyer carries the material
into a rotating drum incinerator. The incinerator, fueled by propane gas, heats the material
to 1000EC for 60 minutes, destroying all PCBs and other organic contaminants. The
off-gas from the incinerator is passed through HEPA filters and scrubbed prior to being
released to the environment by way of the building main stack.
After cooling to 200EC, the solid residue from the incinerator is passed through a grinder
that reduces it to particles of 5 mm or less in size. The residue then is injected into a
continuous mixer with various prepolymers, catalysts, and stabilizers and extruded as
durable, high-density plastic shapes suitable for landfill disposal or other use.
A detailed description and material flow diagram for Process No. 1 is in reference _____.
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Process Number 2 (Radiological). Process number 2 involves the fabrication and testing
of prototype thermal-electric generators powered by Pu-238, a long-lived radioisotope.
Section 43
The process begins with the receipt of Pu-238 as a nitrate solution. The nitrate solution is
received in 1-L bottles in large shipping containers and subjected to receipt inspection and
assay in another facility. The bottles are then transferred directly to the ABC Building
storage vault, Room 109.
As needed, the nitrate solution is removed from the storage vault to Cell A, where it is
converted to an oxide powder by the MAGIC process. The powder is then calcined,
blended, pressed with a binder, and granulated in Cell B. The granulated material is then
pressed into pellets and sintered in Cell C. The sintered pellets are transferred to the
grinding and inspection glovebox in Room 110, where they are ground to final
dimensions, weighed, and visually inspected for defects.
The finished pellets then are transferred to the RTG fabrication area, Room 111, where
they are incorporated into RTG assemblies. The assemblies, of various designs, may
contain from 4 to 800 g of Pu-238 pellets each.
Following fabrication, the RTGs are transferred to the RTG test laboratory, Room 115,
where they are subjected to a variety of mechanical, thermal and electrical performance
tests. First the electrical output of the RTG is measured and compared to design
performance specifications. Then the device is subjected to the temperature extremes
(24 hours in a 300EC oven followed by 24 hours in a liquid nitrogen bath), vibration
(10 × gravity at 20 Hertz for 24 hours), impact (equivalent to being dropped on concrete
8000 times from a height of 10 m), and penetration (equivalent to being struck by 12
armor-piercing 7.62-mm bullets).
If the electrical performance of a device is satisfactory after the tests, it is placed under
long-term evaluation, where the output is monitored under a variety of expected operating
conditions for up to 5 years. Devices that fail one or more of the physical integrity or
performance tests are disassembled and the Pu-238 pellets recovered for reuse.
A detailed description and material flow diagram for Process No. 2 is in reference .
3. Identification and Screening of Hazards
The hazardous materials stored, used, and produced in the ABC Facility have been
identified from the sources below and are listed in Table 3.1, along with the applicable
screening threshold.
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! Annual inventory of Extremely Hazardous Substances, dated .
! ABC Facility Safety Analysis Report, Section , Facility Hazards.
! ABC Facility Operations Safety Requirements, dated .
! Process No. 1 Operating Procedures and Process Standards, dated .
! Process No. 2 Operating Procedures and Process Standards, dated .
! ABC Facility Annual Fire Protection Review, dated .
In addition, a walk-through of the facility was conducted on (date) with representatives of
the Industrial Safety and Fire Protection, Radiological Safety, Process No. 1 and Process
No. 2 Operations and Facility Management (landlord function) to verify that the list
developed from the above sources was complete and accurate.
Table 3.1. ABC Facility Hazardous Materials List
Material Location Quantity Threshold Basis
Maximum
Acetone Warehouse 10 kg 2270 kg (1)
Room 101 1 kg
HF (anhydrous) Warehouse 400 kg (880 lb) 45.4 kg (2)
Cell A 200 kg (440 lb)
Toluene Warehouse 1000 kg 45.4 kg (2)
Diisocyanate Room 101 100 kg
Styrene monomer Warehouse 200 kg 454 kg (1)
Room 101 100 kg
PCBs Warehouse 2.25 kg 10 kg (3)
Section 44
Plutonium-238 Room 109 3 kg 0.0001 kg (4)
Cell A 2 kg
Cell B 1 kg
Cell C 1 kg
Room 110 1 kg
Room 111 1 kg
Room 115 1 kg
(1) Screening threshold established on basis of 40 CFR 302, Table 302.4 (List of Hazardous Substances)
Reportable Quantity.
(2) Screening threshold established on basis of 40 CFR 355 Appendix A (List of Extremely Hazardous
Substances) Threshold Planning Quantity.
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(3) Facility-specific screening threshold established on basis of low acute toxicity and low dispersibility
of the material as it is found in this particular facility (i.e., as a contaminant in large volumes of solid
waste).
(4) Screening threshold established on basis of 10 CFR 30.72, Schedule C, value of 2 Curies for “all
other alpha emitters” (0.12 gm for Pu-238).
NOTE: The above notes are intended to illustrate the use of (1) established reporting or
planning threshold values and (2) locally developed values based on the properties of the
material to set screening thresholds that eliminate the need to further consider many
substances that are of no real concern.
4. Hazard Characterization
The screening process described in the preceding section identified three substances that
exceeded the screening thresholds. They are anhydrous hydrogen fluoride, toluene
diisocyanate, and Pu-238.
4.1 Anhydrous Hydrogen Fluoride
Anhydrous hydrogen fluoride (or hydrofluoric acid, HF) is an extremely hazardous
substance used in Process No. 2. It is received and handled in sealed steel pressure
cylinders containing 100 kg (220 lb) each when full.
Inventory. The maximum quantity of HF in the facility at any time is six full cylinders
containing 600 kg (1320 lb). Of these six cylinders, four cylinders (400 kg) are located
within the warehouse and two cylinders (200 kg) are located in the operating gallery
outside Cell A.
Properties of HF. HF is a nearly colorless, fuming liquid or gas with a pungent irritating
odor. It is perceptible by smell above about 5 ppm. The boiling point of HF at
1 atmosphere is 19.5EC (67.1EF). HF is highly reactive and will attack glass, concrete,
certain metals, natural rubber, and many organics. HF itself is not flammable but in its
concentrated form it can attack certain metals and release explosive hydrogen gas. It is
hygroscopic, forming an acid solution when it reacts with water and releasing large
amounts of heat. Water contamination of pressurized containers or piping systems can
permit formation of an acid solution with subsequent acid attack on metals and generation
of hydrogen.
Conditions of Storage and Use. The inventory in the warehouse is limited to four
cylinders by the number of specially designed storage racks to which the full cylinders are
bolted. One cylinder at a time is removed from the storage rack and transported by
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forklift into the ABC Building, where it is bolted to a storage rack outside Cell A and
connected to the manifold serving Process No. 2. A second full cylinder is kept connected
to the same manifold, ready to be placed in service when the on-line cylinder is empty.
The inventory limits are maintained by a combination of engineered means (i.e., limited by
the number of special storage racks for the cylinders) and facility procedures, which
prohibit the keeping of the HF cylinders except in the special storage racks.
Section 45
The warehouse is open to the atmosphere much of the time. Although heated in the
winter to keep temperatures above the freezing point, the building is cooled only by the
use of roof ventilators. Except during inclement weather, one or both of the large roll-up
doors (located at the north and south ends of the building) is normally open during
working hours to facilitate access.
The Cell A operating corridor is part of ventilation Zone B of the ABC Building. It is
maintained at 19-22EC and 40-60% relative humidity by the building heating, ventilating,
and air conditioning (HVAC) system. The volume of the operating corridor is 375 m ,3
and it is exhausted by way of the Zone A (cell) exhaust system at a rate of 12 m per3
minute. The Zone A exhaust flow passes through double HEPA filters and is discharged
to the building stack.
4.2 Toluene Diisocyanate
Toluene diisocyanate (toluene-2,4-diisocyanate, TDI) is an extremely hazardous substance
used in the plastic production stage of Process No. 1. It is received and handled in 208-L
(55-gal) steel drums that hold 256 kg (564 lb) when full.
Inventory. The normal maximum quantity of TDI in the facility at any time is five full
drums containing 1280 kg (2820 lb), divided between the warehouse (four drums,
1024 kg) and Room 101 (one drum, 256 kg).
Properties of TDI. TDI is a white to pale yellow liquid with a pungent odor,
recognizable at a concentration of about 2 ppm in air. It has a boiling point of 251EC
(485EF). It is stable in sealed containers at room temperature for normal storage and
handling. It is combustible and reacts readily with oxidizing agents and compounds
containing hydrogen (water, alcohols, amines). It can be extremely dangerous in a fire
situation, as sealed containers can rupture violently when heated. Oxidation in air can
produce oxides of carbon and nitrogen and toxic nitrogen-containing decomposition
products.
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Conditions of Storage and Use. The TDI stored in the warehouse is stored in the drums
on wooden pallets in a 5 m × 8 m curbed area segregated from other potentially reactive
materials. Conditions in the warehouse are described in the previous section.
One drum of TDI at a time is moved by forklift into Room 101 where it is opened and a
pump installed to inject the material into the plastics process equipment. Room 101 is part
of ventilation Zone B of the ABC Building HVAC system. It has a once-through
ventilation pattern with four air changes per hour and is exhausted by way of the Zone B
exhaust fans to the building stack.
The inventory limits are maintained by administrative means only. The designated storage
area in the warehouse is marked and labeled to prohibit storing more than the allowed
number of drums of TDI. The inventory limit in Room 101 is maintained by procedure
and process specification. A practical physical limit also exists because the plastics
process machinery has only one drum receiving station and designed injection point for the
TDI.
4.3 Plutonium-238
Plutonium-238 (Pu-238) is an alpha-emitting radionuclide with a half-life of 87.7 years.
Its high specific activity, 6.3 E+11 Bq/g (17.1 Ci/g) makes it very useful as a long-lived
heat source for thermal-electric generating devices. The Pu-238 is received as a nitrate
solution and later converted to an oxide powder and pellets before being incorporated into
generating devices.
Section 46
Inventory. The maximum inventory of Pu-238 allowed in the ABC Building under the
current operations safety requirements is 10 kg or 6.3 E+16 Bq (1.7 E+5 Ci). The
operations safety requirements further limit the quantities in each location as follows.
Location kg Bq
Room 109 (vault) 3 1.9E+16
Cell A 2 1.3E+16
Cell B 1 6.3E+15
Cell C 1 6.3E+15
Room 110 1 6.3E+15
Room 111 1 6.3E+15
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Location kg Bq
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Room 115 1 6.3E+15
Properties of Pu-238. The Pu-238 is received and stored as a 200 g/L nitrate solution. It
is then converted to PuO powder and pellets in a series of steps. The density, particle2
size distribution, and solubility characteristics of the oxide at each stage of the process are
detailed in section of reference (the facility SAR).
Conditions of Storage and Use. All areas where Pu-238 is authorized to be stored and
handled in the ABC Building are within ventilation Zone B. These areas are at negative
pressure with respect to adjoining areas and are exhausted through two stages of HEPA
filtration to the building stack. All activities involving conversion, powder, or pellet
preparation are carried out in glove boxes or shielded cells which are exhausted to the
Zone A exhaust plenum through individual glove box HEPA filters.
The nitrate solution is received for storage in 1-L plastic bottles sealed in metal cans (for
physical protection during handling). The cans are not opened until the nitrate solution is
needed in the conversion process. At that time, they are removed one at a time and
transferred into Cell A by way of a transfer lock. Inside Cell A, the bottles are removed
from the can and opened using remote manipulators, and the contents are emptied into the
process feed tank.
The oxide powder produced in Cell A is placed in steel cans and sealed with tape. The
cans are then bagged out of Cell A and into Cell B for the calcining, blending, pressing,
and granulation steps. The granulated material is again sealed in steel cans, and bagged
out of Cell B and into Cell C, where the pellet press and sintering furnace are located.
The sintered pellets are sealed in cans, bagged out of Cell C, and into the grinding and
inspection glovebox in Room 110. The finished pellets then are sealed in cans, bagged out
of the grinding and inspection glovebox, and into one of the assembly gloveboxes in
Room 111. When RTG assemblies are completed, the finished units, containing 4 to
800 g of Pu-238 pellets each, are decontaminated, surveyed, and removed from the
assembly gloveboxes for testing.
In addition to the protected area security controls described previously, only specifically
authorized workers are permitted access to the Pu processing areas within the ABC
Building. Card-key controls on each room ensure that only authorized workers gain
access to these areas.
5. Analysis of Emergency Conditions
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The barriers that maintain control over each of the hazardous materials discussed in
Section 4 have been analyzed and possible failure modes considered. The barrier analyses
and resulting release scenarios are described in this section. The results are summarized in
Tables 5.1a-f.
NOTE: A brief analysis section should be presented for each material and failure mode.
For purposes of illustration, only two the possible analyses sections are presented here.
Section 47
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Table 5.1a. Material: Hydrogen Fluoride; Location: Warehouse
Primary Failure Modes Release From Primary Other Barriers Events and Release
Barrier and Causes Barrier and their Effects Scenarios Designation
Possible Initiating
Cylinder Puncture 100% of 1 cylinder Essentially none External impact by HF-1*
100% of 2 cylinders Essentially none Forklift or missile HF-2
forklift or missile
impact
Overpressure 100% of 4 cylinders Essentially none Fire, high temp. in HF-4
warehouse
Fracture 100% of 1 cylinder Essentially none Drop during HF-1
handling, design or
fabrication flaw
Corrosion 100% of 1 cylinder Essentially none Spill of corrosive HF-1
material in warehouse
or in truck during
shipping
Valve(s) opened 100% of 1 cylinder Essentially none Inadvertent operation HF-1
100% of 4 cylinders Essentially none Sabotage HF-3
of valve
*Note that a number of failures and conditions can lead to approximately the same postulated
release. By identifying those combinations of conditions of about the same severity level, the
number of separate calculations required can be minimized, and dissimilar events with similar
consequences can be recognized more readily. “Release designation” is a shorthand notation
for a set of source term specifications such as might be used to calculate consequences at
various receptors. In this example, HF-1 means “instantaneous ground level release of 35 kg
HF, followed by 0.11 kg/sec for the next 10 minutes.” (See Section 5.1.3)
NOTE: These tables are intended to illustrate a spectrum of possible events; they are not all-
inclusive of the events, conditions, and malfunctions that could befall the hypothetical facility
and process. For purposes of discussion, we will assume that the table is complete.
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Table 5.1b. Material: Hydrogen Fluoride; Location: Cell A Operating Corridor
Primary Failure Modes and Release From Other Barriers Possible Initiating Release
Barrier Causes Primary Barrier and their Effects Events and Scenarios Designation
Cylinder Puncture 100% of 1 cylinder Room and HVAC External impact by HF-5
100% of 2 cylinders Same as above Forklift or missile impact HF-6 (or HF-2)
system. If HVAC forklift or missile
operating, HF will be
held up in room and
released from stack
over 30-60 min.
Bldg integrity lost; External impact on HF-1
HVAC off -- release building, explosion
at ground level.
Overpressure 100% of 2 cylinder Same as above Fire, high temperature HF-6
Fracture 100% of 1 cylinder Same as above Drop during handling; HF-5
design or fabrication flaw
Corrosion 100% of 1 cylinder Same as above Spill of corrosive mater. HF-5
in warehouse or truck
during shipping
Valve(s) opened 100% of 1 cylinder Same as above Inadvertent operation of HF-5
100% of 2 cylinders Same as above Sabotage HF-6
valve
Process piping All All piping contained
within cell. Release
from any failure
would be HF-4 or
less.
Table 5.1c. Material: Toluene Diisocyanate; Location: Warehouse.
Primary Failure Modes and Release From Other Barriers Possible Initiating Release
Barrier Causes Primary Barrier and their Effects Events and Scenarios Designation
Drum Puncture 100% of 1 drum Physical state. External impact by TDI-1
100% of 2 drums Same as above Forklift or missile impact TDI-2
Section 48
Evaporation from floor at forklift or missile
rate depending on area,
temperature and wind
speed.
Overpressure 100% of 4 drums Fire creates dispersive Fire in warehouse TDI-3
effect but consumes part
of the TDI
Corrosion 100% of 1 drum Evaporation from floor at Corrosive material spilled TDI-1
rate depending on area, in warehouse or during
temperature and wind shipping
speed.
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Table 5.1d. Material: Toluene Diisocyanate; Location: Room 101.
Primary Failure Modes and Release From Other Barriers Possible Initiating Release
Barrier Causes Primary Barrier and their Effects Events and Scenarios Designation
Drum Puncture 100% of 1 drum Physical state. Impact by forklift or TDI-4
Evaporation from floor at missile
rate depending on area,
temperature and air
velocity. If building
integrity and HVAC are
intact, material will be
released to stack over 30-
60 min.
If building integrity is External impact on TDI-1
lost, release will be at building
ground level.
Overpressure 100% of 2 drums Fire creates dispersive Fire in process area TDI-4
effect but consumes part
of the TDI. May breach
building if not controlled.
Corrosion 100% of 1 drum Evaporation from floor at Corrosive material TDI-1
rate depending on area, spilled in warehouse or
temperature, and air during shipping
velocity.
Table 5.1e. Material: Plutonium-238 (nitrate solution); Location: Room 109.
Primary Failure Modes Release From Other Barriers Possible Initiating Events Release
Barrier and Causes Primary Barrier and their Effects and Scenarios Designation
Bottle Breach of bottle 1 L (200 g Pu) Can: (no credit taken). Human error, flaw in bottle Pu-1
Physical State: fraction
airborne from spilled nitrate
solution is <1E-5 (ref. )
Room and bldg HVAC
HEPA filters: fraction of
airborne material passing
through double HEPAs is
<2.5E-6 (ref. )
If room and bldg HEPAs
are degraded, will pass 1% Filter misinstalled, degraded Pu-2
of airborne material. by moisture.
Collapse of 50% of contents Same as above Earthquake, human error Pu-3
storage rack with
15 bottles Degraded HEPAs Same as above Pu-4
Building integrity lost (hole External impact on building. Pu-5
in vault wall) Sabotage
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Table 5.1f. Material: Plutonium-238 (oxide powder and pellets); Location: Cells A, B, C.
Primary Failure Modes Release From Other Barriers Possible Initiating Release
Barrier and Causes Primary Barrier and their Effects Events and Scenarios Designation
Cell A Overpressure 0.2 g PuO powder (to Zone B HVAC system Controller malfunction. Pu-62
operating corridor) HEPA filter reduction Damper sticks.
0.04 g PuO powder Same as above Flash fire in cell Pu-72
(to operating corridor)
0.06 g PuO powder Zone A HEPAs filter factor Flash fire, damage to cell Pu-82
(to Zone B exhaust) of 2.5E-6 exhaust HEPA
factor 2.5E-6 (ref. )
Transfer Crushing, puncture 8 g PuO powder (to Same as above Can dropped, crushed by Pu-9
can operating corridor) transfer lock door during
2
bag-out/transfer operation
Cell B Overpressure, 26 g PuO powder (to Same as above Hydraulic fluid leak, ignition Pu-10
explosion/fire in operating corridor) by electric motor fault
hydraulic press
2
380 g powder If pressure pulse damages Same as above Pu-11
suspended in cell one stage of HEPA filter,
atmosphere release fraction goes to
5E-3.
Section 49
If a HEPA stage damaged Same as above Pu-12
and second stage
compromised by
misinstallation, release
fraction goes up to 2E-2
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5.1 Hydrogen Fluoride in the Warehouse
5.1.1 Primary Barrier Failure Modes and Release Estimates
Hydrogen fluoride is handled and stored in the warehouse only in the standard pressure
cylinders. The cylinder is therefore the primary barrier to be considered. It could fail by
one of several possible modes, as described below.
! Puncture. Puncturing by external impact, such as being rammed by a forklift tine,
caught in a hydraulic lift during unloading, or being struck by a stray bullet.
Release Estimate. Once the puncture has occurred, the entire contents of the
cylinder will leak out at a rate limited by the size of the hole and the ambient
temperature, which determines the rate of vaporization of the liquid after the initial
depressurization. At 20EC, a 2-cm equivalent diameter hole in a 100-kg cylinder
will release about 35 kg almost instantaneously (within the first 10-30 seconds),
and the remainder will leak out at a rate of about 0.11 kg/sec over the ensuing 10
minutes. Because of the storage rack spacing, it is possible that a single event
could lead to the puncture of two cylinders, producing a combined release of twice
that described above.
! Overpressure. Overpressure caused by external temperatures exceeding design
limits of the cylinder, as in a fire, is the only applicable overpressure scenario, since
the cylinders in the warehouse are not hooked to any equipment or system that
could increase their internal pressure.
Release Estimate. Overheating in a fire will increase the rate of vaporization and
could theoretically lead to 100 percent vapor release at the time of cylinder
rupture. Since any fire in the warehouse will likely affect all the stored cylinders
equally, it must be assumed that all will rupture within a short period of time,
releasing their entire contents as vapor.
! Fracture. Fracture, by impact or metal defect in the cylinder, is essentially the
same type of failure as the puncture; however, it could occur as a result of different
mishandling events.
Release Estimate. Release characteristics would be about the same as for the
puncture failure mode.
! Corrosion. Cylinder failure could occur as a result of attack on the cylinder, as by
some acid spilled in the truck during shipping or in the warehouse. In theory, the
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cylinder could be weakened or breached by corrosion, leading to leakage of the
contents.
Release Estimate. The limiting case of this mode would resemble a puncture or
rupture, i.e., rapid loss of the entire contents of the cylinder.
! Misoperation of the cylinder stop valve. The cylinders are shipped and stored
with protective caps in place, thus misoperation of the cylinder stop would require
two separate deliberate acts. If a cylinder cap were inadvertently removed, the
valve could conceivably be operated or damaged by accident.
Release Estimate. The limiting case of this mode would resemble the puncture or
rupture in that the entire contents of the cylinder would be leaked at a rate
determined by the degree to which the valve was opened and the ambient
temperature. However, if the opening of the valves is a malevolent act, the
perpetrator could be assumed to open all the available cylinders to maximize the
impact, producing a combined release four times that from a single cylinder.
Section 50
5.1.2 Effects of Other Barriers and Mitigative Features
In the case of HF cylinders stored in the warehouse, there are no other physical barriers.
The warehouse structure is very leaky and the doors are normally wide open to the
atmosphere. No credit can be taken for the structure as a confining barrier to dispersion
of HF gas. The form of the material, a pressurized liquid with a boiling point of 19.5EC,
limits the rate at which it can be released as a gas following breach of the cylinder, as
discussed in Section 5.1.1. This characteristic can be used to predict a realistic release
rate as a function of time and ambient temperature.
5.1.3 Source Term Estimates
The range of possible source terms resulting from the failure modes and causes discussed
above can be summarized as follows.
! Rupture or breach of a single cylinder at normal ambient temperature, resulting in
near-instantaneous ground-level release of 35 kg HF, followed by 0.11 kg/sec for
the next 10 minutes. (Release designation HF-1)
! Rupture or breach of two cylinders at normal ambient temperature, resulting in
near-instantaneous ground-level release of 70 kg HF, followed by 0.22 kg/sec for
the next 10 minutes. (Release designation HF-2)
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! Opening of all four cylinder stop valves, resulting in near-instantaneous ground-
level release of 140 kg HF, followed by 0.44 kg/sec for the next 10 minutes.
(Release designation HF-3)
! Rupture (due to high temperature and pressure) of all four cylinders, producing a
ground level release of 400 kg HF gas in less than 1 minute. (Release designation
HF-4)
5.2 Pu-238 in Cell A
5.2.1 Primary Barrier Failure Modes and Release Estimates
For PuO in Cell A, the cell itself and the ventilation system that serves it is the primary2
barrier. The material is in the form of a dispersible powder that is subject to mechanical
and thermal effects that cause a small fraction of it to be suspended in the cell atmosphere
at any given time. Infrequent operations or occurrences (such as a fire) in the cell could
dramatically increase this fraction for a short period of time. The cell itself is a massive,
shielded structure, and the only failure modes judged to be of significance are overpressure
and failure of the HEPA filters.
! Overpressure. The pressure in Cell A could be increased above that in the
operating corridor and surrounding area by one of several means. First, a
malfunction (return spring failure or seizure of the actuator shaft) of the pneumatic
controller on the cell exhaust system pressure control damper could cause the
pressure to build up to 2 mm Hg greater than the operating corridor. Also, Cell A
pressure could be increased as a result of a flash fire or other energetic event in the
cell.
Release Estimate. For a maximum airborne dust loading of 60 mg/m3
(reference _) and a duration of the pressure reversal of 45 minutes (reference ),
the predicted airborne release to the operating corridor is 200 mg of PuO powder. 2
A flash fire would produce a transient or pulse of pressure that would last no more
than 4 seconds (reference ) and discharge an estimated 40 mg of powder into
Zone B.
5.2.2 Effects of Other Barriers and Mitigative Features
Air from Zone B is exhausted through the Zone B HEPA filters, which have a design
attenuation factor for particulate materials in the size range of 2.5E-6. The total
release to the environment would be 5E-7 grams, 98 percent in the first hour at the design
ventilation exhaust rate.
Section 51
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In the case of a flash fire in the cell, the Zone B filters would attenuate the release as
described previously. However, a significant pressure pulse could breach the cell exhaust
HEPA filter, causing a pulse of 60 mg of airborne dust to challenge the Zone A dual
HEPA filter bank (reference ). At design efficiency, the release to the environment by
way of the stack is 3E-6 g over a 10-minute period.
5.2.3 Source Term Estimates
The range of possible source terms resulting from the failure modes and causes discussed
above can be summarized as follows.
! Release of 5E-7 g of PuO powder of (size range or distribution) from the building2
stack over a 1-hour period. (Release designation Pu-6).
! Release of 1E-7 g of PuO powder of (size range or distribution) from the building2
stack over a 1-hour period. (Release designation Pu-7).
! Release of 3E-6 g of PuO powder of (size range or distribution) from the building2
stack over a 10-minute period. (Release designation Pu-8).
NOTE: The following tables demonstrate one way of summarizing a thorough and
systematic consideration of barrier failures and potential releases. Note that the tables
present the results of all the analyses for the ABC Facility, not just the two
material/location combinations that were detailed in Sections 5.1 and 5.2. This sort of
summary can be very useful in making the correlation between initiating events and
conditions, magnitude of the actual or potential release, consequences, event class, and
observable indications (EALs). The logic used to develop the EALs and select protective
actions may be documented here or in Section 8.
6. Event Consequences
6.1 Calculational Models
Consequences of the events and conditions identified in Section 5 were estimated using
two primary computational models. The Chemical Model was used to calculate the
dispersion of non-radioactive hazardous material, while the Radiological Model was used
for radiological dose calculations.
The Chemical Model was developed by the Software Giant Company for use in hazardous
material emergency planning and response. Its features are documented in Reference . It
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makes use of a straight-line Gaussian dispersion model and (brief summary of the model
features, applicability, and limitations).
The Radiological Model was developed by the Operating Contractor for use in
radiological emergency planning for the XYZ Site operations. It is documented in
reference and (brief summary of the model features, applicability, and limitations).
6.2 Receptor Locations
Consequences at several receptor locations were calculated.
Facility Boundary Receptors. With the calculational models used, 100 m is the
minimum distance at which a concentration or dose projection can be made. It is
recognized that there are great uncertainties associated with predicting dispersion over
short distances, particularly in the vicinity of large structures. Because the distance to the
occupied facilities nearest to the ABC Facility is roughly 100 m, this distance is used to
define the “facility boundary impact” for purposes of assigning an emergency class to each
of the postulated events.
Other Onsite Receptors. Other onsite receptors were defined as follows.
OS-1: Building 999, 300 m SE, occupied by 1200 persons during working day.
Section 52
OS-2: Main parking lot, 350 m SW. Accessible to general public in cars, evacuation
staging area for site.
OS-3: Highway 101, 870 m W. Accessible to general public, crosses the site.
OS-4: Area fire station and Emergency Control Center, 1200 m NW.
OS-5: Facility LNM, 3.5 km N. Over 2500 people during working day, 275 people
during off hours.
Site Boundary Receptors. The distances to the site boundary receptors in each of the
16 compass sectors are as follows.
SB-N 12 km SB-S 3.5 km
SB-NNE 4.2 km SB-SSW 3.9 km
SB-NE 2.0 km SB-SW 5.0 km
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SB-N 12 km SB-S 3.5 km
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SB-ENE 0.7 km SB-WSW 6.3 km
SB-E 0.3 km SB-W 8.9 km
SB-ESE 0.9 km SB-WNW 11.2 km
SB-SE 1.1 km SB-NW 15.1 km
SB-SSE 2.4 km SB-NNW 12.9 km
The consequences calculated at the minimum site boundary distance (0.3 km) was used to
assign an emergency class to each postulated event.
Other offsite receptors. Other offsite receptors have been defined at points of interest.
These include the two nearest residences, the nearest school, an industrial park where
some 4000 persons are employed, the State Home in Wheresville, and the communities of
Anytown and Ong. These are abbreviated as follows.
OFF-R1: Nearest residence, 2.1 km SSE.
OFF-R2: Next nearest residence, 3.1 km SE.
OFF-SCH: The Anytown school, 6.5 km S.
OFF-IND: Industrial park, 5.5 km S.
OFF-ANY: Anytown town center, 8.0 km S.
OFF-WHR: Wheresville State Home, 15.2 km SE.
OFF-ONG: Ong town center, 12 km SW.
The results of the consequence calculations are summarized in Tables 6.1a - d.
NOTE: The calculated consequences at the above receptor points under each dispersion
condition analyzed should be summarized separately and used for planning, training and
response purposes. Such consequence tables may be included in this section or in an
appendix.
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Table 6.1a. Event Consequences at Key Receptors with Severe Meteorology1
Release Time to ProbableFacility PAC TEL
Designation PAC Event Class Possible EALsBoundary Site Boundary (20 ppm) (50 ppm)
Maximum Consequences at: Consequence Thresholds
Distance to2
4 53 3
HF-1 200 ppm 90 ppm 0.9 0.5 15 minutes GE Warehouse fire not
controlled.
HF-2 450 ppm 240 ppm 1.5 0.7 25 minutes GE Breach of HF
cylinder in
warehouse.
HF-3 800 ppm 350 ppm 2.8 1.3 47 minutes GE Same as above.
HF-4 1100 ppm 500 ppm 4.2 1.9 70 minutes GE Warehouse fire not
controlled.
HF-5 N.A. 11 ppm N.A. N.A. N.A. Alert Any breach,6 6 6 6
puncture, or
sabotage of HF
cylinder in ABC
Building AND
building integrity
and HVAC function
maintained.
HF-6 N.A. 15 ppm N.A. N.A. N.A. Alert Same as above6 6 6 6
Notes: Wind speed of 1 m/s, stability class F.1
All distances in kilometers.2
Hypothetical numbers for illustration only. Information in this table presumes that 3
the facility has adopted these values as consequence thresholds for planning purposes.
Plume transit time at 1 m/s wind speed.4
Alert: PAC exceeded at distances $30 m from release point but # facility boundary distance5
(100 m).
Site Area Emergency: PAC exceeded at distances $ facility boundary distance but # site
boundary distance (0.3 km).
General Emergency: PAC exceeded at distances > site boundary distance.
HF-5 and HF-6 are elevated releases. Point of maximum ground-level impact is 0.6 -1.8 km6
Section 53
from the stack. Since the maximum potential impact to persons outside the facility boundary
is below the protective action threshold, the conditions for Site Area Emergency (or General
Emergency) are not met.
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Table 6.1b. Event Consequences at Key Receptors with Severe Meteorology1
Release Time to ProbableFacility Site PAC TEL
Designation PAC Event Class Possible EALsBoundary Boundary (10 ppm) (25 ppm)
Maximum Consequences at: Consequence Thresholds
Distance to2
4 53 3
TDI-1 15 ppm 6 ppm 0.2 <0.1 3.3 min. SAE Breach of 1 drum in
warehouse; breach of 1
drum in Room 101 with
building integrity lost.
TDI-2 20 ppm 8 ppm 0.2 <0.1 3.3 min. SAE Breach of 2 or more
drums in warehouse or
in Room 101 with
building integrity lost.
TDI-3 15 ppm 5 ppm 0.2 <0.1 3.3 min. SAE Fire in warehouse not
controlled by sprinklers.
TDI-4 5 ppm 2 ppm <0.1 <0.1 N.A. Alert Any breach of TDI drum
in Room 101 or fire
involving TDI in process
area with building and
HVAC intact.
Notes: Wind speed of 1 m/s, stability class F.1
All distances in kilometers.2
Hypothetical numbers for illustration only. Information in this table presumes that the3
facility
has adopted these values as consequence thresholds for planning purposes.
Plume transit time at 1 m/s wind speed.4
Alert: PAC exceeded at distances $ 30 m from release point but # facility boundary5
distance
(100 m).
Site Area Emergency: PAC exceeded at distances $ facility boundary distance but # site
boundary distance (0.3 km).
General Emergency: PAC exceeded at distances > site boundary distance.
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Table 6.1c. Event Consequences at Key Receptors with Severe Meteorology1
Release Time to ProbableFacility Site (5 rem - (550 rem-
Designation PAC Event Class Possible EALsBoundary Boundary TEDE) lung)
Maximum Consequences at: Consequence Thresholds
Distance to2
4 5
PAC TEL
3 3
Pu-1 <0.1 rem <0.1 rem NA NA NA < Alert Any breach of Pu
(TEDE) (TEDE) nitrate bottle in room
109 or spill of liquid
with HVAC operating
Pu-2 0.1 rem 0.04 rem NA NA NA Alert Any breach of Pu
nitrate bottle in room
109 with stack alpha
monitor indicating
or higher
Pu-3 0.1 rem 0.06 rem NA NA NA Alert Collapse of storage
rack in room 109
with breach of bottles
Pu-4 0.9 rem 0.4 rem NA NA NA Alert Same as above with
stack alpha monitor
indicating or higher
Pu-5 8.5 rem 4.2 rem 0.24 NA 4 hours SAE Same as above5
(breach of several
bottles) with vault
wall breached;
external impact that
breaches vault
Notes: Wind speed of 1 m/s, stability class F.1
All distances in kilometers.2
Hypothetical numbers for illustration only. Information in this table presumes that the facility3
has adopted these values as consequence thresholds for planning purposes.
Plume transit time at 1 m/s wind speed.4
Alert: PAC exceeded at distances $30 m from release point but # facility boundary distance 5
(100 m).
Site Area Emergency: PAC exceeded at distances $ facility boundary distance but # site
boundary distance (0.3 km).
General Emergency: PAC exceeded at distances > site boundary distance.
A person would have to be exposed to the release at a distance of 0.24 km from the facility for6
4 hours (after the start of the event) to exceed the 5-rem TEDE criterion.
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Table 6.1d. Event Consequences at Key Receptors with Severe Meteorology1
Release Time to ProbableFacility Site (5 rem (550 rem
Designation PAC Event Class Possible EALsBoundary Boundary -TEDE) -lung)
Maximum Consequences at: Thresholds
Distance to Consequence2
4 5
PAC TEL
3 3
Pu-6,7,8 0.1 rem <0.1 rem NA. NA NA <Alert Cell pressure control
(TEDE) (TEDE) lost and operating
corridor CAM alarms
Pu-9 3.1 rem 1.2 rem NA NA NA Alert Breach of Pu powder
can outside cell and
operating corridor
CAM alarms OR stack
alpha monitor indicates
or higher
Pu-10 7.8 rem 3.6 rem 0.24 NA 2.5 hrs Site Area Explosion/fire in cell B6
Emergency and operating corridor
CAM alarms; stack
alpha monitor indicates
or higher
Pu-11 19 rem 12 rem 2.2 NA 4.5 hrs General Same as above with6
Emergency stack alpha monitor
indicating off scale
high
Pu-12 25 rem 17 rem 3.0 NA 4 hours General Same as above6
Emergency
Notes: Wind speed of 1 m/s, stability class F.1
All distances in kilometers.2
Hypothetical numbers for illustration only. Information in this table presumes that the facility3
has adopted these values as consequence thresholds for planning purposes.
Plume transit time at 1 m/s wind speed.4
Alert: PAC exceeded at distances $30 m from release point but # facility boundary distance5
(100 m).
Site Area Emergency: PAC exceeded at distances $ facility boundary distance but # site
boundary distance (0.3 km).
General Emergency: PAC exceeded at distances > site boundary distance.
A person would have to be exposed to the release for this length of time at the distance given in6
the “distance to PAC” column to exceed the 5-rem TEDE criterion.
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7. The Emergency Planning Zone
The EPZ is an area within which the Hazards Assessment results indicate a need for
specific and detailed planning to protect people from the consequences of hazardous
material releases. The choice of EPZ is supposed to be based on an objective analysis of
the hazards associated with a facility and not on arbitrary factors such as historical
precedent or distance to the site boundary. In this section, the results of the consequence
calculations presented in Section 6 are used to develop a proposed ABC Facility EPZ, in
accordance with the method outlined in the Emergency Management Guide.
7.1 Applying the Guidance to Choice of Emergency Planning Zone Radius
! Analysis: The results tabulated in Table 6.1a - 6.1d indicate several emergency
conditions that would be classified as Site Area Emergency or General Emergency.
Therefore, an EPZ needs to be defined for the facility.
! Analysis: Table 6.1a indicates a threshold for early lethality could be exceeded for
release HF-4 at distance of 1.9 km under severe meteorological conditions.
Therefore, 1.9 km is the smallest EPZ radius that will be considered.
! Analysis: Table 6.1a indicates a protective action criterion could be exceeded for
release HF-4 at distance of 4.2 km under severe meteorological conditions.
Therefore, 4.2 km is the largest EPZ radius that will be considered.
! Analysis: Quantitative estimates of the probabilities and risk contributions from
the postulated ABC emergencies are not available. However, because of the
variety of materials stored in the warehouse, the fire condition that could cause a
release similar to HF-4 can not be considered extremely improbable. Therefore,
this factor will be considered to weigh in favor of an EPZ radius closer to the
maximum.
Section 55
! Analysis: The contribution of HF-1 and the other HF releases to the total offsite
risk has not been calculated. Therefore, this factor does not clearly favor either
choice of EPZ radius.
! Analysis: The contribution of HF-1 and the other HF releases to the total offsite
risk has not been calculated. However, because only non-radiological release
scenarios (specifically, HF) produced consequences exceeding the lethality
threshold offsite, it will be assumed that the HF releases contribute heavily to the
total offsite risk. If this is the case, an EPZ radius closer to the maximum than the
minimum is justified.
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! Analysis: Approximately half of the land area between 1.9 km and 4.2 km of the
ABC Facility is offsite and is within areas for which the site has been carrying out
planning and preparedness activities for some years, primarily because of the
hazards arising from operation of production facilities that are now shut down.
Thus, most of the cost of implementation of the larger EPZ has already been
expended (sirens on the river, mutual aid arrangements with offsite response
agencies, public information program for nearby residents). This consideration
weighs in the direction of selecting the larger EPZ radius, because the site is
already supporting a range of preparedness measures and is committed to
continuing that support.
! Analysis: Regardless of whether the larger or smaller EPZ radius is selected,
additional expenditures to protect the population within the EPZ will be minimal.
Because there are no permanent residents within the 1.9-km radius, there is no
close-in population who might be better protected by concentrating use of the
available planning/preparedness resources. Therefore, this consideration weighs in
the direction of selecting the larger EPZ radius.
! Analysis: The area within the larger EPZ radius would be subject to plume
impacts within 70 minutes, even at very low wind speeds. Under the best of
conditions, this may be enough time to carry out, on an ad hoc basis, protective
measures for the nearest residents. However, because the population in the area is
dispersed on farms and often transient (fishermen, campers), planning for
notification and implementation of protective actions will continue to require
significant attention if they are to be timely and effective. Therefore, this
consideration weighs in the direction of the larger EPZ radius.
! Analysis: Both the 1.9- and 4.2-km radii extend across the site boundary and into
the surrounding county. In the NNE, NE, and ENE sectors, the 4.3-km radius
coincides approximately with the site boundary. In the ESE and SE it coincides
approximately with Fish Hatchery Road, and in the SSE, S, and SSW sectors, it
coincides approximately with East-West Road, the main county road that parallels
the river. There are no other significant physical or jurisdictional features between
the 1.9- and 4.2-km radii that are logical choices of EPZ. Therefore, an EPZ
based on a radius of approximately 4.2 km could be defined in terms of physical
features and jurisdictional boundaries over approximately half of its circumference.
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7.2 Preliminary Conclusion
Based on this analysis, it is concluded that a nominal radius of about 4.2 km surrounding
the ABC Facility should be defined as the EPZ for that facility. Various parts of the
boundary can be approximated by sections of the site boundary and county roads.
Section 56
7.3 Tests of Reasonableness
The EPZ size should give confidence that planning and preparedness will be sufficiently
flexible and detailed to deal with a wide range of types and magnitudes of emergency
conditions. Four significant considerations that cannot be readily stated as quantitative
guidance are presented in the form of questions to be used as “tests of reasonableness” for
the proposed EPZ size.
! Is the EPZ large enough to provide a credible basis for extending response
activities outside the EPZ if conditions warrant?
Analysis: The preliminary EPZ takes in approximately 18 km of Granola County. 2
Regular planning interactions and exercises will provide a reasonable expectation
that response actions can be successfully extended to other areas of the county, if
necessary. To the NNE, NE, and ENE, the preliminary EPZ boundary follows the
jurisdictional boundary between the site and Rutabaga County. Rutabaga County
is a party to the Tri-County Mutual Aid Agreement and portions of the county are
included within the EPZs for other site facilities. Thus, a planning relationship
exists that will serve as a basis for extending response actions into the county for
an ABC Facility emergency if conditions warrant.
! Is the EPZ large enough to support an effective response at and near the scene of
the emergency (i.e., preclude interference from uninvolved people and activity,
facilitate onsite protective actions, optimize on-scene command and control and
mitigation efforts)?
Analysis: Facilities on the XYZ Site are well separated from the ABC Facility.
The preliminary EPZ encompasses major road intersections and access routes by
which the public could gain access to the site. For these reasons, emergency
response teams should not be hindered by uninvolved people or activities.
! Does the proposed EPZ conform to natural and jurisdictional boundaries where
reasonable, and are other expectations and needs of the offsite agencies likely to be
met by the selected EPZ?
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Analysis: The preliminary EPZ makes use of natural or jurisdictional boundaries
that are reasonable boundaries. The expectations and needs of offsite agencies are
not likely to be a factor because the jurisdictions affected by the EPZ definition
have been involved in joint planning for emergencies with the site for over
30 years.
! What enhancement of the facility and site preparedness stature would be achieved
by increasing the size of the EPZ? What resources, costs, and liabilities might a
larger EPZ engender? Would a larger EPZ result in a significant increase in
preparedness without correspondingly large increases in cost or other detriment?
Analysis: Increasing the size of the EPZ would entail significant costs and
resources because beyond the 4.2-km radius, area population begins to increase
significantly. Existing county comprehensive emergency plans and
warning/notification processes provide reasonable assurance that ad hoc response
measures in the surrounding areas would have a high likelihood of success.
Increasing the size of the EPZ would also be inconsistent with the overall
reduction in the level of site risk that is resulting from shutdown of operations and
facilities.
7.4 Final Conclusion
The proposed EPZ for the ABC Facility should include the area within a nominal 4.2-km
radius of the facility, approximated by the site boundary in the NNE, NE, and ENE
sectors, Fish Hatchery Road in the ESE and SE sectors, and East-West Road in the SE,
SSE, S, and SSW sectors.
Section 57
8. Emergency Classes, Protective Actions, and EALs
NOTE: This section may be used to document the correlation of the consequence
assessment with the requirements to classify events and take protective actions where and
when appropriate. Tables 6.1a-d present summary correlations; however, additional
documentation of the rationale for specific EALs, automatic protective actions, etc., may
be needed. Documenting the “technical basis” ensures that when changes in the facility
operation, response capability, and other conditions occur, the impact on event classes,
EALs, and protective action planning can be addressed in a consistent and orderly
manner.
An example correlation section is presented below.
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8.1 Hydrogen Fluoride Release Events
Because of the high acute toxicity of HF and the proximity of the ABC Facility to the site
boundary, any actual or likely sudden release of the contents of one or more cylinders of
HF in the warehouse is cause for a General Emergency declaration. Early severe health
effects and deaths may be expected in the facility and nearby onsite areas unless rapid
action (within 5-10 minutes for some releases scenarios) is taken to protect personnel.
There are no installed systems or instruments to detect release of HF; thus, early
recognition by personnel of actual or potential releases is essential. This is particularly
important during those times when the warehouse is open and activity is going on that
increases the likelihood of a cylinder being damaged. A major fire in the warehouse is one
identified condition that could lead to release of part or all of the HF stored there.
Sabotage or accidental misoperation are other possible release initiators.
8.1.1 General Emergency EALs
From the analyses in Section 6, the following possible EALs are identified for the General
Emergency class.
! Puncture, breach, or opening of HF cylinder in the Warehouse.
Basis: No mitigating barriers exist and no means of quantifying the release in the
time within which action is needed to protect personnel. Must assume
entire contents will be released and use precalculated consequences.
! Fire in the Warehouse not immediately controlled by first responder (or not
controlled within a few minutes of detection).
Basis: Fire is an identified failure mechanism for HF cylinders. Impossible to
accurately characterize threat or damage to cylinders during a fire. If fire is
controlled early, no damage to cylinders is likely. If fire persists, damage is
almost ensured, along with release of various other toxic materials.
Therefore,