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Barr Engineering Company4700 West 77th Street • Minneapolis, MN 55435-4803 228767Phone: 952-832-2600 • Fax: 952-832-2601
Minneapolis, MN • Nibbing, MN • Duluth, MN • Ann Arbor, Ml • Jefferson City, MO
Memorandum
To: WMG&CP Group
From: Hany Debye, Jim Langseth, Colin Brownlow, and Julie Sullivan
Subject: Revised Soil Cleanup levels
Date: December 5, 2003
Project: 13/49-015 JSL 006
Executive Summary
This Technical Memorandum has been prepared for the purpose of: (1) updating the soil cleanup levels
for the Waukegan Manufactured Gas and Coke Plant (WMG&CP) Site (Site); and (2) evaluating
additional soil management options protective of mixed use redevelopment that could include future
residential land use at the Site.
The updated soil cleanup levels are summarized in Table 1. Two cleanup levels changed as a result of the
evaluations presented in this memorandum: the naphthalene cleanup level was lowered from
48,556 mg/kg to 2,240 mg/kg and the arsenic cleanup level was lowered from 940 mg/kg to 639 mg/kg.
All other cleanup levels are unchanged, and in fact were found to be more protective than previously
estimated.
The analysis presented in this memorandum, using current risk factors, shows that the revised ROD
cleanup levels incorporated herein, when combined with reasonable soil management options, are
protective for residential development as part of a mixed use redevelopment of the site. The soil
management options include: (1) reliable, effective vapor intrusion controls as part of building
construction standards; (2) the placement of at least 3 feet of clean fill on top of areas of the Site where
the redevelopment does not include buildings or other direct exposure barriers; and (3) adherence to the
provisions of the Soil Management Plan including groundwater use prohibitions and management of
excavated soil.
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1.0 Introduction
This Technical Memorandum has been prepared to (1 ) update the soil cleanup levels for the Site: and
i'2'i provide the nsk analytical basis to evaluate alternative furure mixed use redevelopment options for the
Site, including residential land u&e This Technical Memorandum is based on the Record of Decision
HOD.i sod cleanup level development presented m the Feasibility Study (FS) for the Site (Barr. 1998).
The C:ry of Waukegan acquired the WMG&CP property after issuance of the ROD The City has
indicated a desire to be able to pursue mixed use redevelopment of the property. Based on discussions
with the City, die future mixed use redevelopment scenarios considered herein assume dial a minimum of
3 feet of clean fill will be placed on top of areas of the Site where no buildings or other direct soil
exposure barriers are constructed and where residual impacts may remain after completion of rhe soil
remedial action, and dial residential construction standards will include vapor intrusion control systems of
a minimum 95 percent control efficiency.
The revised sod cleanup levels account for adjustments in toxiciry information and risk calculation
procedures since the time of preparation of the FS. These adjustments are primarily related to the
avadabiliry of an inhalation toxiciry value for naphthalene, and a noncarcinogenic reference value for
arsenic but odier adjustments are also made, including an updated cancer slope factor for porychlorinated
biphenyls fPCBs) and updated toxicity values for naphthalene and dibenzofuran. This Technical
Memorandum evaluates naphthalene and benzene volatilization from die soil and eroundwater. for botii
indoor and outdoor exposure scenarios The methodology used in dus update is based on state-of-the art
science, policy and procedures defined in the United States Environmental Protection Agency (U.S. EPA)
exposure and nsk assessment guidelines and recommendations of expert Federal panels.
This Technical Memorandum summarizes the overall approach to developing target sod concentrations
and presents die updated cleanup level evaluation for commercial industrial land use. This Technical
Memorandum also evaluates additional soil management options to support potential mixed
redevelopment involving residential as well as commercial, recreational and other compatible land uses.
The Site ovvner or future developers will be able to use that evaluation as a basis to define development
options dial will preclude unacceptable nsk exposure and to define the required administrative steps to
obtain approval for alternative site redevelopment options
C:f Aak I'piuc I'SEPA SLbc:li»."cc=ia:: rstpoo« Teii Stec rcviicc IT 5 do:
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDate: Decembers, 2003Project: 13/49-015 JSL 006 Page 3
2.0 Target Soil Concentration Development Approach
Tzirget Soil Concentrations (TSCs) were developed using models identical to those used in standard U.S.
EPA risk assessments. However, with the TSC approach, an acceptable level of risk was predetermined,
and the corresponding acceptable target concentrations of the chemicals of concern (COCs) were
calculated for site-specific exposure scenarios. The risk levels presented are representative high exposure
(RHE) scenarios. These were the basis for the ROD soil cleanup levels. The risk levels are set at an excess
cancer risk of 10"5 for carcinogens for commercial/industrial and construction/utility scenarios, 10"6 for
carcinogens for the recreational-child scenario, and a hazard Index (HI) of 1 for noncarcinogens.
The overall approach used in the development of risk-based cleanup goals consisted of the following
steps:
1. Definition of future site use
2. Selection of COCs
3. Definition of exposure conditions
4. Toxicity assessment
5. Development of target concentrations for soil cleanup
The calculated TSCs for each exposure scenario are summarized in Table 2.
2.1 Guidance Documents
The TSCs for protection of human health were derived through use of standard risk equations and default
assumptions or a combination of default and site-specific assumptions as presented in the following U.S.
EPA guidance documents:
• Risk Assessment Guidance for Superfund: Volume 1 - Human Health Evaluation Manual Part A,1989
• Risk Assessment Guidance for Superfund: Volume I - Human Health Evaluation Manual Part B,Development of Risk-Based Preliminary Remediation Goals, 1991
• Soil Screening Guidance: Technical Background Document, 1996
• Exposure Factors Handbook, 1989, 1997
• Dermal Exposure Assessment: Principles and Applications, 1992
• Soil Screening Guidance for Chemicals, Calculation Tools, 2003
• User's Guide for Evaluating Subsurface Vapor Intrusion into Buildings, 2003
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3.0 ROD Remedy Land Uses
This section updates the soil cleanup standards thai were selected in the ROD. and were originally
calculated in Appendix 3-B of the FS FS Appendix 3-B is reproduced in Appendix A of this
Memorandum for convenient reference For those scenarios used to calculate ROD soil cleanup levels, the
exposure assumptions for the original exposure scenarios are unchanged, the only adjustments are for
updated toxiciry information. For those scenarios that were not available from .Appendix 3-B of the FS.
new site-specific exposure assumptions are developed consistent with those used for the ROD soil
ciear.up !e\els Indoor vapor inhalation and recreational scenarios have also been added, for which new
exposure assumptions were added
3.1 COCs
The ROD selected the primary COCs in soil for the site: carcinogenic porynuclear aromatic hydrocarbons
i cPAHsV arsenic, dibenzofuran. 4-methylphenoL and naphthalene. The TSC calculations also consider
the COCs identified in the Human Health Risk .Assessment (HHRA. U.S. EPA, I995a) completed for this
site PCSs and benzene
3.2 Exposure Conditions
TSCs are developed based on the extent to which an individual would be likely to come into contact with
the COCs de:ected in sods i i e . the potential for exposure) The exposure assumptions used to develop
TSCs for the site were formulated through consideration of the site future land use. potential human
receptors, potentially complete exposure pathways, and exposure routes
Considerable judgment is in\oUed in the development of exposure conditions. In developing the TSCs,
conditions representing a high level of exposure to COCs at the redeveloped site were selected,
designated "representanve high exposure" ("RHE) The significant distinctions between RHE exposure
conditions and common'% used exposure conditions for development of preliminary remediation goals
?RGs. are highlighted in the following paragraphs Each of these exposure scenarios includes a
ccsbir-atien of default U S EPA \alues for nsk assessment as well as site-specific values.
? '. • •*?.; .i ?-ai l'p«ii:£ L'SE?1. S-^-.zjTorr^r.'Sr.: mpooi Tech Mar,? -nai^c '.1 5 doc
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDate: December 5,2003Project: 13/49-015 JSL 006 Page 5
3.3 Exposure Pathways
An exposure pathway consists of a contaminated source (e.g., soil), a point of potential contact for
humans with the contaminated source, and an exposure route (e.g., ingestion of contaminated soil). The
following paragraphs describe applicable pathways and site-specific conditions.
Soil Pathway. Based on commercial/industrial future land use, the potential for direct human contact with
site soils was assumed to be a viable exposure pathway. It was assumed that the potential human
receptors may ingest or come hi contact with soils as a result of the following activities:
1. Exposure of construction/utility workers to surface and subsurface (upper 5 feet) soils.
2. Occupational exposure to surface soils at the redeveloped site during normal
commercial/industrial land-use activities.
ITie ROD remedy provides for removal of soil with a 1 x 10"5 or higher excess cancer risk or HI greater
than 1. Soil with an excess cancer risk between 1 x 10"5 and 1 x 10"6 is to be covered with a 6-inch soil
cover, buildings, parking surfaces, or other direct-contact barriers.
ITie ROD remedy is also consistent with recreational land use for the site. For recreational land use, it is
assumed that 6 inches of soil cover would be placed over the entire site. Consequently, recreational users
axe not subject to direct contact exposures, but the vapor inhalation pathway must still be considered.
Table 3 is a summary of the soil cover program according to land use.
Air Pathway - Contaminants in surface soils could be released to the ambient air through volatilization
and wind-driven erosion or mechanical suspension. Contaminants hi subsurface vadose zone soils could
be released to the ambient air through volatilization. The significance of the ambient air inhalation
pathway depends on site conditions such as the human behavior patterns, the physical and chemical
characteristics of the contaminants, the degree of soil disturbance, the soil chemical concentrations,
meteorological conditions, soil moisture, and related soil properties. Reference concentrations for chronic
exposure to naphthalene vapors have become available since the time the FS was in preparation.
Consequently, this Technical Memorandum includes evaluation of the air pathway in developing the
TSCs for the construction/utility, the commercial/industrial scenarios, and the recreational-child scenario.
The commercial/industrial evaluation also considers volatilization of naphthalene and benzene from the
soil or groundwater to indoor air space.
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3.4 Exposure Routes
An exposure route is how a particular COC connects to a receptor. In the development of TSCs. it was
assumed that construction utility and commercial industrial workers could be exposed to COCs in soil by
two primary exposure routes incidental sod ingestion. and inhalation of particulates and volatiles
released from soils. While exposure through dermal contact is also possible, this exposure route was not
quantitatively evaluated due to the lack of dermal toxicity values. The absorption of chemicals from soil
depends on chemical-specific factors as well as the characteristics of the soil. For chemicals exhibiting
percentage absorption from soils less man 10" a, (such as the COCs for this site) the dermal pathway is not
expected to be significant in comparison to the soil ingestion and inhalation exposure pathways. For the
rtcreanonal-child scenario, it was assumed that a child playing outdoors could be exposed to COCs by
irJialanon of volatiles released from soils
For this evaluation, the TSCs based on the soil ingestion and or inhalation exposure routes (whichever is
lower) are considered protective for the dermal exposure route as well. In the HHRA, the dermal exposure
was assumed to be equivalent to exposure from ingestion in accordance with IEPA guidance at that time.
This approach may have resulted in an overestimanon of nsk. It should be noted that the dermal exposure
route is not included in the US EPA Soil Screening Guidance for Chemicals (U.S. EPA, 2003a)
calculation model In developing the PRGs m the HHRA the U.S. EPA used the same exposure routes for
all COCs except for cPAHs and PCBs. For these compounds, the HHRA did not consider inhalation
exposure due to a lack of inhalation toxicity values In developing the TSCs. inhalation and ingestion of
these contaminants is treated in the same manner as in the HHRA. The specifics of the exposure scenarios
are summarized below and in Table 4
3.5 Exposure Scenarios
1. Construction/Utility Wofkef
This site-specific exposure scenario is from FS Appendix 3-B (attached as Appendix A to this
memorandum) and was used in development of the soil cleanup levels adopted in the ROD. It
was assumed dial a construction worker would be exposed to the upper 5 feet of contaminated
sod ^the entire depth of the vadose zone) over an exposure domain of approximately 2 to 5 acres.
This corresponds to construction of a foundation for a structure the size of OMC's Plant No. 1
south of the Site. An exposure frequency of 30 days was considered representative of the
duration a given worker might be constructing foundations for such a building. For the utility-
worker exposure scenario, it was assumed that a utility worker would be exposed to the upper
? :• 4?£'.5Rak VpdMe L'SEPA S'ioiiu.'coeBca:: rapot»« Tech Memo rrvuicm 12 5 doc
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDate: December 5, 2003Project: 13/49-015 JSL 006 Page 7
5 feet of contaminated soil over an exposure domain of approximately 2 acres. This corresponds
to one utility construction crew building three utility lines (storm sewer, sanitary sewer, and
water) along the entire north-south dimension of the site. An exposure frequency of 30 days to
perform the work was considered a reasonable estimate. To obtain an RHE, the exposure
frequency was considered to be 60 days for the construction or utility worker, based on the above
estimates, and an allowance of a factor of 2 for uncertainty in work efficiency. A soil ingestion
rate of 200 mg/day was used for calculation of the risk associated with the ingestion pathway, and
is considered a high ingestion rate based on the nature of most utility and foundation construction
work. In addition to exposure via ingestion, there is the potential for inhalation exposure from
dust and volatile compounds, which was also evaluated for the construction/utility worker
scenario.
2. Commercial/Industrial Worker
This site-specific exposure scenario is from FS Appendix 3-B (attached as Appendix A to this
memorandum) and was used in development of the soil cleanup levels adopted in the ROD. To
develop a basis for potential occupational exposure under the commercial/industrial scenario, it
was assumed that the exposure domain would be on the order of 5 acres. For the RHE scenario, it
was assumed that workers may be outdoors for lunch or other activities for 97.5 days/year (the
estimated number of decent weather, non-vacation days per year) over a 25-year period. The
exposure pathways evaluated for the commercial/industrial worker scenario were inhalation
exposures from dust and volatile compounds and exposure via ingestion (see Appendix B).
Incidental ingestion was assumed to be 2 milligrams of contaminated soil per day to reflect the
time spent outdoors in proportion to time spent indoors. The RHE exposure scenarios represent a
high level of exposure, considering likely site-specific future conditions. For most compounds,
the exposure conditions which have the greatest sensitivity with regard to future risk are the
assumed ingestion rate, exposure frequency and the volatilization of contaminants. The ingestion
rate of 2 mg/day and the exposure duration of 97.5 days/yr represent upper bound values for
future exposure scenarios when considering the likely outdoor activities for future
industrial/commercial workers and the likely limited exposure to bare soil surfaces. The ROD
remedy provides for removal of the soil that exceeds a 1 x 10~5 excess cancer risk or hazard index
of 1 under this scenario. Soil between 1 x 10"5 and 1 x 10"6 excess cancer risk is covered with
6 inches of soil and vegetation, gravel, asphalt or concrete and buildings in accordance with the
ROD remedy. Consequently, the ROD remedy, including soil cover would, for practical
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To. *VUGACP GroupFrom. ii-~, 3«cy« Jirr _»->;s»~ Cs^r 3rftm*t lie J.:« Sji
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purposes, preclude the exposure pathway and be much more protective than indicated by the soil
cleanup levels used to define soil remo\'a]. Most new industrial commercial facilities incorporate
significant pavement and Landscaping, and most commercial'industnal workers spend the
majority of the working day indoors Realistically, after the ROD remedy, and certainly after
redevelopment, it is likely that there will be no opportunity for these workers to contact
subsurface soils
IE addition to outdoor exposure, there is the potential for inhalation exposure to volatile
compounds (i.e., naphthalene and benzene) that may enter the building through cracks in the
foundation The indoor exposure evaluation was performed in order to assess the concentration of
naphthalene or benzene in the soil or groundw arsr that would be protective in the absence of
building vapor control measures The evaluation used the Johnson and Eningei Soil Vapor
Intrusion Model, and incorporates default values as needed from tbe document User's Guide for
Evaluating Subsurface Vapor Intrusion into Buildings (U.S. EPA. 2003b). Some of the key-
inputs are site-specific values - where default values may be inappropriate. The modeling
assumed the ROD remedy 6-inch soil cover was present, except below the slab-on-grade
construction as shown on Figure 1 . Tbe 6-inch cover matches the slab thickness assumed in the
model, so in order to maintain internal consistency in tbe model, the 6-inch cover was assumed to
be the same soil as the current vadose zone at the site. In actual practice, the cover soil can be
whatever is most suitable for redevelopment Figure 1 shows the soil profile and soil parameters
used in the model There was no reasonable high exposure scenario developed for this exposure
route at the time of FS preparation The RHE conditions for this scenario assumed mat a given
commercial'industnal worker would be exposed for an average of 25 years for 219 days per year.
The basis for this scenario is developed in greater detail in Appendix B. This RHE scenario is a
higher exposure level than would be used for seasonal marine commercial activity such as that
typical of the existing Larsen Marine business Appendix B also includes copies of the
spreadsheets mat were used in the modeling
The building ventilation parameters used in the modeling were tbose recommended for standard
construction. The air in commercial space was assumed to exchange 1 .5 times per hour, which is
based on the ASHRAE 62-1999 (ASHRAE is the American Society of Heating Refrigerating and
Air-Conditioning Engineers) standard for commercial office space, assuming 12-foot ceilings.
The \^lues used in the model are consistent with new construction No vapor barrier was
t_'SE?A SvfeiCaTcccz^c'. ropotsx Tecii Mscvc irvitira ;; 5 ix
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDate: December 5, 2003Project: 13/49-015 JSL 006 Page 9
assumed in this modeling. Note that space with less ventilation than assumed may compensate
with addition of vapor control.
The Johnson and Ettinger model uses an inherently conservative approach to estimating indoor
air concentration of vapors. The model assumes the entire area under the building is at the
estimated concentration of the compound. The vapor intrusion to the building assumes soil vapor
can readily enter the building, predominantly through cracks along the foundation perimeter. The
model is designed to be reliably conservative, and has been structured and designed to over-
predict indoor concentrations as compared to actual conditions.
3. Recreational - Child
For this scenario, which was not considered in FS Appendix 3B, it was assumed that a child
would be playing outdoors in a "sandbox" all day 20 days per year over a 6-year period. The
TSCs developed (see Table 2) based on this exposure scenario are expected to be protective for
recreational use of the site where activities such as walking or picnicking could occur, as these
involve less intense exposure. An exposure frequency of 20 days was considered representative
of the number of times a given child might be playing in the area. The only potential exposure
pathway for the recreational-child exposure scenario would be the inhalation pathway. A child
would not be exposed to the COCs via direct contact with the soil, ingestion of the soil, or
inhalation of fugitive dust because the site will be covered (soil and vegetation, gravel, asphalt or
concrete and buildings), thus limiting exposure. The details of the modeling of this scenario are
in Appendix B.
3.6 Toxicity Assessment
The chemical concentration in soil that is considered safe depends, in part, on the inherent chemical
toxicity. The toxic effect of a chemical also depends on the dose or concentration of the substance to
which an individual is exposed. Toxicity values describe the quantitative dose-response relationship
between the chemical dose to which a receptor is exposed and the incidence of adverse health effects.
The toxicity value for a chemical may differ depending on the route by which a receptor is exposed (i.e.,
by ingestion, inhalation). Due to the lack of toxicity values for dermal exposure, this exposure route could
not be quantitatively evaluated. It should be noted that the dermal exposure route is not included in the
U.S. EPA Soil Screening Guidance for Chemicals (U.S. EPA, 2003a) calculation model as explained in
Section 3.4. The use of dose-response data from oral exposure for a specific chemical to predict effects
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Group-».-> D«OY« Jim i-<;«5- Coir Brcwiio-w ind Jul«* Sv-Krva-3«vrs*S Soil Cleanc: ^e.«-s
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from exposure to thai chemical via derma) exposure fas was done in the HHRA, U.S. EPA. 1995) is not
supported by scientific evidence Consequently, using the oral slope factor to evaluate the risk associated
wim dermal exposure to PAHs. which cause skin cancer through direct action at the point of application,
is no? appropriate For the cPAHs ai this Site, the dermal exposure route is likely to be a much less
significant contributor to nsk than the mgestion exposure route. The lowest concentration among the
various pathways was selected as die cleanup level for the site. Consequently, the absence of quantitative
evaJuanon of the dermal pathway introduces only a very small level of uncertainty in the cleanup level
oc process
3.6.1 Cancer Risk
The dose-response relationship for carcinogens is expressed as a cancer slope factor or unit risk factor.
Generally, the slope factor is a plausible upper -bound estimate of the probability of a response-per-unit
intake of a chemical over a lifetime The slope factor is usually, but not always, the upper 95th percentile
confidence limit of the slope of the dose-response curve and is expressed as the probability of a response
per milligram of chemical per kilogram of body weight per day (mg'kg-day)"- In risk assessment, the
slope factor is used to estimate an upper-bound lifetime probability of an individual developing cancer as
a result of exposure to a carcinogen A unit nsk factor is analogous to the slope factor but is expressed in
units of fug m*)'
3. 6.2 Nonc*ncw Risk
The dose-response relationship for noncanrinogens is expressed for ingestion as a reference dose (RfD) in
milligrams of chemical per kilogram of body weight per day (mgkg-day) or for inhalation as a reference
concentration (RfO expressed in milligrams per cubic meter of air fangm5). The reference dose
i reference concentration) represents the concentration of a contaminant dial is likely to be without an
appreciable nsk of adverse heal± effects during a lifetime daily exposure. In nsk assessment die RfD
CRfC) is used to estimate die potential for adverse health effects due to exposure to contaminants in soil or
air.
Toxicity values derived by U.S. EPA for noocancer effects were used to develop die TSCs. This update
uses die reference concentration (HfO for naphdiakne published by U.S. EPA in IRIS. This reference
concentration is appropriate for chronic exposures (i.e.. longer tian 7 years) only, so use of riis value for
shorter duration exposures (utility worker) is highly conservative. The RfC developed by rive U.S. EPA
was based on studies conducted widi laboratory mice because adequate human data were not available.
? : • •*?.'. :fSjil L'ciUE USEPA S-jteCiTcraco:: nncoe Teci Stec mu>on i: 5 doc
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDiite: December 5, 2003Project: 13/49-015 JSL 006 Page 11
There is an extensive database showing that mice are more sensitive than humans and other primates (as
well as more sensitive than rats, the other common laboratory test animal) to the effect of naphthalene on
the respiratory tract. Because of the deficiencies in the database for naphthalene, the U.S. EPA lowered
the RfC by an extra factor of 3 (that is, rather than the typical uncertainty factor of 1000, an uncertainty
factor of 3000 was applied for naphthalene, indicating a high level of imprecision in the toxicity value).
The California Reference Exposure Level (REL = 0.009 mg/m3, CalEPA/OEHHA, 2003) and the ATSDR
Minimal Risk Level (MRL = 0.010 mg/m3, ATSDR, 1995) for naphthalene, which are the equivalent of
the IRIS value, are 3 or more times higher than the IRIS Reference Concentration (0.003 mg/m3).
Broadly, this means that the inhalation-based naphthalene TSCs presented here are likely 3 or more times
lower than may be justified by the available lexicological information about naphthalene.
3.7 Development of TSCs
The acceptable risk level for cancer and noncancer effects to determine site cleanup goals is primarily a
policy decision by the risk manager. A cancer target risk value of one-excess-cancer-in-one-hundred-
thousand (10"5) over background risk level was selected by U.S. EPA in the ROD for the cancer endpoint
for soil removal, and is used here in the development of the RHE TSCs. The recreational scenario uses a
one-in-one-million (10"6) excess cancer risk. For noncancer effects a hazard index of 1 was used (HI = 1)
for all scenarios.
To calculate the acceptable soil concentration for the inhalation pathway, a particulate emission factor
(PEF) and volatilization factor (VF) were derived based on guidance provided in U.S. EPA's Risk
Assessment Guidance for Superfund, Part B (U.S. EPA, 1991) and Soil Screening Guidance document
(U.S. EPA, 1996).
To calculate the TSCs, the exposure conditions are combined with the toxicity/cancer risk data for each of
the COCs. Using these exposure values and the chemical-specific toxicity/cancer risk values, the target
soil concentrations were calculated. Appendix B presents the calculation of the target soil concentrations
for protection of human health. The resulting TSCs for the various exposure pathways are summarized in
Table 5. The lowest TSC for each exposure scenario was selected as the cleanup level. The cleanup levels
are summarized in Table 1. The cleanup levels for cPAHs increased as compared to the ROD levels. No
adjustment of the ROD levels is proposed as a result of these updated TSC calculations. However, these
results do show that the ROD cleanup levels for cPAHs are more protective than the nominal threshold of
10"5. The arsenic cleanup level decreased to 639 mg/kg, the value shown for the ingestion pathway,
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noncarcmogenic. for the construcaon utility scenano The naphthalene cleanup level decreases to
2.240 mgkg. the value shown on Table 5 for the commercial industrial vapor intrusion exposure scenario.
The naphthalene cleanup level is greater than the nominal soil saniranon level for naphthalene. At the
site, naphthalene is a separate component solid at ambient temperatures (melting point 80°C), or is
present as a component of coai tar The US EPA Region 9 memorandum describing use of their
Preliminary Remediation Goals (PRGs i fl'.S EPA 2002 ) explains that for substances that exceed the soil
saruranon limit and are solids, the PRO should not be calculated based on the inhalation pathway. The
Soil Screening Guidance (U S EPA. 1996) suggests the cleanup level for such chemicals should be based
on protection of other exposure pathways in such cases In view of the much higher cleanup levels that
are calculated for naphthalene based on the other pathways, the conservatism associated with using this
vapor intrusion calculation approach was accepted for selection of the ale-specific naphthalene cleanup
level
A cancer target nsk value of one excess cancer-in-one-million ( 'ICT^i over background risk level was
selected for the cancer endpoint in the development of the recreanonal-child TSCs. For noncancer effects
a HI of 1 was used The naphthalene TSC for the recreanonal-child scenario is 24.000 mgfcg, as shown in
Tables 2 and 5. This is a higher standard than the commercial industrial naphthalene TSC. Consequently
the ROD cleanup, with the rev.sed 2.240 mglg naphthalene cleanup value is also protective of the
rtcrcanonal scenario Sunilarh . the Table 2 benzene TSC for the recreational-child scenario is
540 rnglcg, which is a higher value than the commercial industrial TSC of 5.5 mgltg, and higher than any
reponsd vadose zone soil concentration of benzene at the Site. Consequently, the ROD cleanup is also
proiecnve of the recreational scenano
The volatilization from groundwater model results are included in Appendix B There is no reason to
expect an indoor air problem from groundwater. The highest reported shallow groundwater sample
naphthalene concentration at the Site was 2.400 ugl. which is much less than the acceptable
concentrations derived from commercial industrial vapor intrusion model (79.700 jig-L. a value which
exceeds die 31.200 ug/L solubility of naphthalene). The highest reported shallow groundwater sample
benzene concentration at the Site was 70 ugL. which is much less than the acceptable concentrations
derived from commercial industrial vapor intrusion model (4.930 ug.L).
The vaporization from soil model shows that for commercial industrial space, there is no reason to expect
an indoor air problem with respect to naphthalene. The revised soil naphthalene cleanup standard of
? I ••*?£'.f Rai Vpiitc L'SZPA Sufrdii.'coerMe: nxpcoK Tect Stane rrvuioti ;2 5 doc
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDate: Decembers, 2003Project: 13/49-01S JSL 006 Page 13
2,240 mg/kg is protective of workers, without a vapor intrusion control system. It assumes the standard
office space ventilation of 1.5 air exchanges per hour. Including a vapor intrusion control system
requirement in commercial/industrial building standards for Site redevelopment such as those required for
residential redevelopment would lower potential worker exposure further and would accommodate lower
building air exchange rates. The modeled benzene concentration of 5.5 mg/kg is shown in Tables 2 and 5
and Appendix B, and is the lowest of the benzene concentrations protective of construction/utility and
commercial/industrial workers. This protective concentration assumes no vapor intrusion control system.
Benzene concentrations of interest at the Site are found in association with tar, and the tar cleanup levels
are much more rigorous than this benzene value. Consequently, no separate benzene cleanup level is
proposed for the site remedy.
4.0 Mixed Use Development
llu's portion of the Technical Memorandum evaluates additional soil management options for potential
mixed use redevelopment involving residential as well as commercial, recreational, and other compatible
land uses. TSCs protective of commercial/industrial and recreational land use scenarios were developed
above. This section evaluates additional soil management options to support the development of mixed
use redevelopment plans that could include potential future residential land use at the property. As noted
below, the revised ROD cleanup standards incorporated herein when combined with vapor intrusion
controls as part of building construction standards and the placement of at least 3 feet of clean fill on top
of areas of the Site where the redevelopment does not include buildings or other direct exposure barriers,
!ind where residual impacts may remain after completion of the soil remedial action, will allow residential
sis well as commercial and recreational redevelopment based on current risk factors. These provisions will
be identified in the Soil Management Plan (SMP) to be developed for the site.
The SMP will enumerate other requirements for redevelopment of the site as well. These include a
groundwater use prohibition, a program for management of excavated soil, soil sample data that can be
used for development of OSHA worker "right-to-know" information, as necessary, and other information
and guidance to accommodate work at the site or changes to the land use at the site.
Among the additional soil management options available to support potential residential development at
this former industrial property, there are two that directly affect the risk evaluation: (1) placement of at
least 3 feet of clean soil cover over the areas of the Site where the redevelopment does not include
buildings or other direct soil exposure barriers (e.g., paved surfaces, landscaping above current grade,
P:\13\49\015\Risk Upd»tc\USEPA SubmitUl\comment responscYTech Memo revision 12 5.doc
To: .NWG4CP GroupFrom; "firy DeOye. Jirr ^angveC- COJT 3r=-**iic-* irxj Jj:« S.'^va-&ubt«ct =?r.TV«! Soj C^j-u-r _e,TSDate: Oc«-o«f 5 20C3f>rofcct: '3*S-C'5.iSl006 _ Page 14
sidewalks, and other amenities) and where residual impacts may remain after completion of the soil
remedial action; and (2) installation of \apor control systems when buildings are constructed. These
requirements are consistent with City expectations. The City of Waukegan has stated, in their August 21,
2003 Technical Memorandum "Revised Risk Assessment Evaluation." that engineering controls such as
installing vapor control systems en future buildings can be used to eliminate the indoor vapor intrusion
pathway. The City document also called for a minimum of 36 inches of clean soil cover to be added to
areas that will not be subject to other exposure controls
The addition of 3 feet of clean cover soil eliminates any credible exposure pathw-ay for routine oral or
derma] contact with any residual soil contamination The installation of vapor control systems on
builings provides a system for addressing any future vapor intrusion issues
4.1 COCs and Toxic fty Assessment
The COCs for the Site were identified above for the commercial industrial and recreational scenarios, and
appry to the residential scenario as well. The toxjcity assessment summarized above for the
commercial industrial and recreational scenarios also covers the matters relevant to the residential
scenario
4.2 Exposure
Most of the site will be covered (soil and vegetation. gravel. asphalt or concrete and buildings), thus
limiting exposure to only inhalation of chemicals in air due to volatilization The recreational scenario
presented earlier provides confidence that the ROD remedy, with the naphthalene adjustment proposed in
this Technical Memorandum, is protective for outdoor recreational and residential activities.
Indoor A:r Exposure -The indoor exposure evaluation was performed in order to assess the concentration
of naphthalene or benzene in soil or groundwater thai would be protective, assuming building vapor
control measures as called for in the City's Revised Risk Assessment Evaluation. The evaluation here is
based on vapor controls thai are 95 percent efficient (i e . intercept or block 95 percent of the subsurface
vapor from entering the indoor air space) The soil and groundwater concentrations were developed by
applying this 95 percent efficiency to the concentrations from the Johnson and Ettinger Soil Vapor
Intrusion Models in Appendix C. The models incorporate default values as needed from the User's Guide
for Evaluating Subsurface Vapor Intrusion into Buildings and site specific values where default values
may be inappropriate.
i '_'p«i»i L'SEPA Sucm£U.'cDoe>a!i r=»poo«e Teci Memo rrvaioc 12 5 doc
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsDate: December 5,2003Project: 13/49-015 JSL 006 Page 15
The model default values assume a one story structure with approximately 1,000 square feet of living
space, occupied continuously 350 days per year. This is not consistent with new urban development.
Accordingly, the exposure assumptions were adjusted to reflect at least a modest amount of time spent
away from the residence, whether at work, running errands, vacationing, or for other activities. The
exposure frequency was set at 208 days per year, with an exposure duration of 9 years. The basis for this
scenario is developed in greater detail in Appendix C. No correction was applied to account for multi-
story buildings typical of new urban development. The building ventilation parameters used in the
modeling were those recommended in ASHRAE 62-1999 for residential construction: the air in
residential structures was assumed to exchange 0.35 times per hour (rather than the default value of 0.25
exchanges per hour).
The modeling (see Appendix C) assumed the ROD remedy 6-inch soil cover immediately adjacent to the
building and slab-on-grade construction. The 6-inch cover matches the slab thickness assumed in the
model, so in order to maintain internal consistency in the model, the 6-inch cover was assumed to be the
same soil as the current vadose zone at the site. In actual practice, the cover soil may be whatever soil
types are most suitable for redevelopment, and would be a more protective 3-feet thick rather than
6 inches thick. Figure 1 shows the soil profile and soil parameters used in the model.
4.3 Development of TSCs
The vapor intrusion to indoor air pathway was considered for both vaporization from groundwater and
from soil. The model of vapor intrusion from soil for residential space, with a 95 percent efficient vapor
control system in place, shows that the revised ROD soil cleanup levels (Table 1) are protective.
The model result for vapor intrusion from soil for benzene, with a 95 percent efficient vapor control
system, is 2.4 mg/kg as shown in Table 5. This concentration exceeds any Site vadose zone soil benzene
concentration reported outside the ROD remedy soil removal area.
The vaporization from groundwater model, also applying the 95 percent efficient vapor control system,
shows that naphthalene is not a parameter of concern for residential land use. The modeled groundwater
concentration exceeds the solubility of naphthalene. This was the case even in the absence of
supplementary vapor control systems.
The vaporization from groundwater model for benzene also shows that a 95 percent efficient vapor
control system is protective for residential buildings. The highest reported shallow groundwater sample
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S^306 _ Page 16
benzene concentration at the Sue ( "0 ugL) was less than the Table 5 concentration derived from the
residential vapor intrusion model i 12.000 uglA The model shows that the shallow groundwater benzene
concentrations at the Site would not be a problem even in the absence of supplement^ vapor control
The vapor intrusion modeling has implicit avsragmg over a domain equal to the size of the structure. In
fact, ihc siir soil cleanup levels are maximums. so the actual average residual concentrations in the soil
%v-J be lower than the cleanup levels. Thus, measures to provide protection at the stated level will actually
afford a margin of security beyond the nominal protective level.
The conclusion of this review of the potential for mixed use redevelopment of the site is thai the ROD
cleanup le%els are protective, with naphthalene meeting the revised cleanup levels suggested in this
Technical Memorandum, and incorporating the City's requirements for buildings of a vapor control
system tha: is reliably 95 percent efficient, and where there will be no buildings or other exposure
barriers, the addition of 3 feet of soil cover
:5 Aak L'pdi* L'SEPA ScttECj.rcocnn«n» rapot*c Tecfc Stano rrvuion 12 5 doc
To: WMG&CP GroupFrom: Harry Debye, Jim Langseth, Colin Brownlow, and Julie SullivanSubject: Revised Soil Cleanup LevelsHate: December 5, 2003Project: 13/49-015 JSL 006 Page 17
References
ATSDR, 1995. lexicological Profile for Naphthalene, 1-Methylnaphthalene, and2-Methylnaphthalene. U.S. Department of Health and Human Services. Agency for ToxicSubstances and Disease Registry. August, 1995.
Barr, 1998. Feasibility Study, Waukegan Manufactured Gas and Coke Plant Site, Waukegan, Illinois.Prepared for North Shore Gas Company and General Motors Corporation. November 6, 1998.
CalEPA/OEHHA, 2003. Chronic Toxicity Summary Naphthalene. Chronic Reference ExposureLevels Adopted by OEHHA as of August 2003. Office of Environmental Health HazardAssessment.
U.S. EPA, 1989. Risk Assessment Guidance for Superfund. Human Health Evaluation Manual Part A,1989. EPA 9285.701A.
U.S. EPA, 1991. Risk Assessment Guidance for Superfund: Volume I - Human Health EvaluationManual Part B, Development of Risk-Based Preliminary Remediation Goals, 1991.PB9285.7-01B.
U.S. EPA, 1992. Dermal Exposure Assessment: Principles and Applications, January 1992.EPA/600/8-91/01 IB.
U.S. EPA, 1993. Superfund's Standard Default Exposure Factors for the Central Tendency andReasonable Maximum Exposure, November, 1993. EPA/600/P-93-901.
U.S. EPA, 1995. Final Technical Memorandum, Waukegan Manufactured Gas and Coke Plant Site,Waukegan, Illinois, Human Health Risk Assessment, 1995. WANo. 85-5P28.
U.S. EPA, 1996. Soil Screening Guidance: Technical Background Document, 1996.EPA/540/R-95/128.
U.S. EPA, 1997. Exposure Factors Handbook. August, 1997. EPA/600/P-95/002 Fa.
U.S. EPA, 1998. Risk Assessment Guidance for Superfund Volume I: Human Health EvaluationManual Supplemental Guidance Dermal Risk Assessment, Interim Guidance. NCEA-W-0364.Office of Emergency and Remedial Response, Washington, D.C. U.S. EPA, 1998.
U.S. EPA, 2002. Region 9 PRGs Table 2002 Update, October 1, 2002.
U.S. EPA, 2003a. Soil Screening Guidance for Chemicals. Calculation Tools, http://risk.lsd.ornl.gov/epa/ss!2.shtml. Last updated, February, 2003.
U.S. EPA, 2003b. User's Guide for Evaluating Subsurface Vapor Intrusion into Buildings, June 19,2003.
P:\13\49\015\Risk UpdatettJSEPA Submittaftcomment responseVTech Memo revision 12 5.doc
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Table 1
Revised Soil Cleanup LevelsWaukegan Manufactured Gas and Coke Plant Site
Waukegan, Illinois
Soil Cleanup LevelChemical (mg/kg)
Arsenic2 639
Benzo(a)anthracene1 1 , 1 60
Benzo(a)pyrene1 116
Benzo^fluoranthene1 1,160
Dibenzo(a,h)anthracene1 116
lndeno(1 ,2,3-cd)pyrene1 1,160
Dibenzofuran2 5,390
4-Methylphenol2 6,738
Naphthalene2 2,240
1 1x10 excess cancer risk2 Non-cancer risk, hazard index = 1
Bold = new or revised
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Table 2Summary of Target Soil Concentrations for ROD Remedy Land Uses
Waukegan Manufactured Gas and Coke Plant Site(concentrations In mg/kg)
Chemical
PC3sArsenicBenzeneBenzo(a)pyreneBenzo(a)anthraceneBenzo(b)fluorantheneDibenzo(a,h)anthracenelndeno(g,h,i)pyreneNaphthalene4-MethylphenolDibenzofuran
Recreational - Child [1]
1,600
540
24,000
Commercial/Industrial PI
RHE760
2,4505.5503
5,0305,030
5035,0302,240
655,000524,000
Construction/UtilityRHE
43639
3,600204
2,0402,040
2042,0407,900
10,6008,520
111 Only potentially exposed via inhalation of volatiles.121 Includes vapor intrusion to indoor air pathway.
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Table 3
Soil Cover Programs for Acceptable Land UsesWaukegan Manufactured Gas and Coke Plant Site
Land UseCommercial/Industrial
Recreational
Residential
Soil Cover Program0.5 ft. soil cover. No soil isrequired where buildings, pavedsurfaces, and other direct-contactbarriers, or where less than1x1 0~6 excess cancer risk andhazard index of 1 are present.0.5 ft. soil cover minimum. If incombination with residential landuse, 3 ft. soil cover. No soil coveris required where buildings,paved surfaces, and direct-contact barriers are present.3 ft soil cover. No soil cover isrequired where buildings, pavedsurfaces, and direct-contactbarriers are present.
Risk Calculation CommentsTo add a greater degree ofprotection, the risk calculationsignore the soil cover for theinhalation and ingestionpathways and are, therefore,conservative.The soil cover is protective fordirect contact, so only inhalationpathways are relevant.
The soil cover is protective fordirect contact, so only inhalationpathways are relevant.
Table 4
Summary of Exposure ValuesWaukegan Manufactured Gas and Coke Plant Site
Waukegan, Illinois
RHE Units Source
All Exposure Scenarios
Body Weight Adult
Child
Averaging Time (ATC),carcinogenic
Averaging Time (ATnc),noncarcinogenic
Particulate Emission Factor
Volatilization Factor (VF)
Inhalation Rate (IR)
70
15
70
20
kg
kg
years
Calculated
Calculated
m3/day
U.S. EPA, 1989
U.S. EPA, 1989
ATnc = Exposure Duration (ED)
Exposure scenario specific
Chemical and exposure scenario specific
U.S. EPA, 1989
Construction/Utility Worker
Carcinogenic Target Risk
Exposure Duration (ED)
Exposure Frequency (EF)
Soil Ingestion Rate (IR)
io-5
1
60
200
year
days/year
mg/day
Site specific
Professional judgment
U.S. EPA, 1996
Commercial/Industrial Work — Outdoors
Carcinogenic Target Risk
Exposure Duration (ED)
Exposure Frequency (EF)
Soil Ingestion Rate (IR)
io-5
25
97.5
2
years
days/year
mg/day
Site specific
U.S. EPA, 1997
Professional judgment
Commercial/Industrial Worker — Vapor Intrusion
Carcinogenic Target Risk
Exposure Duration (ED)
Exposure Frequency (EF)
io-5
25
219
years
days/year
Site specific
U.S. EPA, 1997
U.S. EPA, 1993
Recreational — Child
Carcinogenic Target Risk
Exposure Duration (ED)
Exposure Frequency (EF)
10-6
6
20
years
days/year
Site specific
U.S. EPA, 1995Professional judgment
Residential — Vapor Intrusion
Carcinogenic Target Risk
Exposure Duration (ED)
Exposure Frequency (EF)
10-*9
208
years
days/year
Site specific
U.S. EPA, 1989
Professional judgment
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ITable 5
Pathway-Specific Target Soil and Groundwater ConcentrationsWaukegan Manufactured Gas and Coke Plant Site
(concentrations In mg/kg)
Chemical
PCBsArsenicBenzeneBenzo(a)pyreneBenzo(a)anthraceneBenzo(b)fluorantheneDibenzo(a,h)anthracenelndeno(g,h,i)pyreneNaphthalene4-MethylphenolDibenzofuran
Recreational - Child m
InhalationVolatiles
1,600
540
24,000
Commercial/Industrial RHEInc
Carcinogenic1,8302,450
66,700503
5,0305,030
5035,030
estionNoncarcinogenic
2,62039,300
524,000
2,620,000655,000524,000
InhalationDust
284,00037,800
20,800,000
17,400,000
Volatiles
760
260
4,900
Construction/Utility RHEIngestion
Carcinogenic745994
27,100204
2,0402,040
2042,040
Noncarcinoqenic43
6398,520
42,60010,6008,520
InhalationDust
11,600,0001,540,000
283,000,000
28,300,000
Volatiles
31,000
3,600
7,900
111 Only potentially exposed via inhalation of volaliles.
A value greater than 1,000,000 parts per million shows the exposure is not of concern.
ChemicalBenzene - Soil (mg/kg)Benzene - Groundwater (mg/L)Naphthalene - Soil (mg/kg)Naphthalene - Groundwater (mg/L)
Vapor Intrusion
Residential pl
2.412.0
2,820778
Commercial/Industrial
5.524.93
2.24079.7
171 with 95% efficient vapor control
P:\13\49\015\Risk UpdateVUSEPA Submittal\comment responseYTables 2 & 5.xls
Figures* " ~ "s i sura.
•i-
-iwi^^^^^^^^ -::''::$y'"k;;n'f"' \''^;'l^fS^^';<k:Kr::-v^5£'W:'. J-*:^^-;'^'^;;^;^^^^*'^^*'-' • -'"
Commercial / Industrial and Residential Scenarios
5.5ft169cm
existing ground surface
Existing Site Soli*parameter value
pb 1.67
r|v 0.390W
V 0.26
foe 0.02
shallow groundwater
unitg/cm3 Rl Appendix 4-K. computed from geotechnlcal laboratory reports
cm3/cm3 RI Table 4.6-3
cm3/cm3 Rl Appendix 4-C, computed from representative samplesg/g Rl Table 4.6-2
* existing site soil parameters were used for the 0.5 ft ROD remedy topsoil cover for the internal consistency of the Johnson and Ettinger Model
Figure 1Vapor Intrusion Model: Soil Parameters
Waukegan Manufactured Gas and Coke Plant Site
Appendix A
' -
Appendix 3-B
Development of Target Soil ConcentrationsProtection of Human Health
List of Tables
Table 3B-1 Summary of Exposure Values
Table 3B-2 Summary of Soil Risk Values
Table 3B-3 Soil PRG Concentrations-Residential Scenario (RME)
Table 3B-4 PRG Concentrations-Residential Exposure Scenario (RME)
Table 3B-5 Soil PRG Concentrations-Residential Scenario (CTE)
Table 3B-6 PRG Concentrations-Residential Exposure Scenario (CTE)
Table 3B-7 Soil PRG Concentrations-Commercial/Industrial Scenario (RME)
Table 3B-8 PRG Concentrations-Commercial/Industrial Scenario (RME)
Table 3B-9 Soil PRG Concentrations-Commercial/Industrial Scenario (CTE)
Table 3B-10 PRG Concentrations-Commercial/Industrial Exposure Scenario (CTE)
Table 3B-11 TSC Concentrations-CommerciaMndustrial Scenario (RHE)
Table 3B-12 TSC Concentrations-Commercial/Industrial Exposure Scenario (RHE)
Table 3B-13 Soil PRG Concentrations-Utility Worker Scenario (RME)
Table 3B-14 PRG Concentrations-Utility Worker (RME)
Table 3B-15 Soil PRG Concentrations-Utility Worker Scenario (CTE)
Table 3B-16 PRG Concentrations-Utility Worker (CTE)
Table 3B-17 TSC Concentrations-Utility Worker Scenario (RHE)
T'able 3B-18 TSC Concentrations-Utility Worker (RHE)
231481 3-B-i
Appendix 3-B
Development of Target Soil ConcentrationsProtection of Human Health
The target soil concentrations (TSC) for protection of human health were derived through use of
sl^ndard risk equations and default assumptions or a combination of default and site-specific
assumptions as presented in the following EPA guidance documents:
• Risk Assessment Guidance for Superfund: Volume I - Human Health Evaluation Manual
Pan A, 1989
• Risk Assessment Guidance for Superfund: Volume I - Human Health Evaluation Manual
Part B, Development of Risk-Based Preliminary Remediation Goals, 1991
• Soil Screening Guidance: Technical Background Document, 1996
• Exposure Factors Handbook, 1989, 1996
• Dermal Exposure Assessment: Principles and Applications, 1992
TSC Approach
TSCs were developed using models identical to those used in standard EPA risk assessments.
However, with the TSC approach, an acceptable level of risk (i.e., 10"4, 10"5, 10"6) was predetermined,
and the corresponding acceptable target concentrations of the chemicals of concern were calculated
for site-specific exposure scenarios for the site.
The overall approach used in the development of risk-based cleanup goals consisted of the following
steps:
1. Selection of target chemicals
2. Definition of future site use
3. Definition of exposure conditions
4. Toxicity assessment
5. Development of target concentrations for the preliminary remediation goals
201481 3-B-l
Target Chemicals •
Based on the HHRA completed for this site, the primary contaminants of concern in soil were
carcinogenic PAHs and arsenic (U.S. EPA, 1995a). The TSCs also consider the COCs identified for
the site in the HHRA—PCBs, benzene, dibenzofuran, 4-methylphenol, and naphthalene.
Future Site Use
Future site use is considered to be industrial and/or commercial. A detailed assessment of future
land use considerations is presented in Appendix 3-C.
Exposure Conditions
TSCs are developed based on the extent to which an individual would be likely to come into contact
with the target chemicals detected in soils (i.e., the potential for exposure). The exposure*
assumptions used to develop TSCs for the site were formulated through consideration of the site %•?
future land use, potential human receptors, potentially complete exposure pathways, and exposure
routes. *"
Considerable judgement is involved in the development of exposure conditions. In developing the
PRGs in the HHRA, two sets of exposure conditions—reasonable maximum exposure (RME) and
central tendency exposure (CTE)—were evaluated. In developing the TSCs, a new set of exposure
conditions is used—representative high exposure (RHE). The significant distinctions between these. i
exposure conditions are highlighted in the following paragraphs. Each of these exposure scenarios
includes a combination of default EPA values for risk assessment as well as site-specific values. **A
Exposure Pathways _
An exposure pathway consists of a contaminated source (i.e., soil), a point of potential contact for
humans with the contaminated source, and an exposure route (i.e., ingestion of contaminated soil). «*
The following paragraphs describe these pathways and site-specific conditions. ,,„
f»3
Soil Pathway—Based on the anticipated future land use, the potential for direct human contactN
with site soils was assumed to be a viable exposure pathway. It was assumed that the potential
human receptors may ingest or come in contact with soils as a result of the following activities: ^\M
1. Exposure of construction/utility workers to surface and subsurface (upper 5 feet) soils. *^
201481 3-B-2
2. Occupational exposure to surface soils at the redeveloped site during normal
commercial/industrial land-use activities.
Air Pathway—Contaminants in surface soils could be released to the ambient air through wind-
driven erosion or mechanical suspension. The significance of the ambient air inhalation pathway
depends on site conditions such as the human behavior patterns, the degree of soil disturbance, the
soil chemical concentrations, meteorological conditions, soil moisture, and related soil properties.
The air pathway was included in developing the TSCs for the construction/utility and
commercial/industrial land use activities.
Exposure Routes
In the development of TSCs, it was assumed that utility, construction, and commercial/industrial
workers could be exposed to target chemicals in soil by three exposure routes: incidental soil
ingestion, dermal contact with soils, and inhalation of particulates and volatiles released from soils.
In developing the PRGs in the HHRA, the U.S. EPA used all three exposure routes for all chemicals
of concern except for cPAHs and PCBs. For these compounds, the HHRA did not consider
inhalation exposure due to a lack of inhalation toxitity values. In addition, the dermal exposure
was assumed to be equivalent to exposure from ingestion in accordance with IEPA guidance. In
developing the TSCs, inhalation is treated in the same manner as the PRG calculations. However,
dermal contact exposure is considered separately from ingestion because new values for dermal
exposure are available in accordance with U.S. EPA guidance (U.S. EPA, 1998). The specifics of the
tiiree exposure scenarios are summarized below and in Table 3-B-l.
• Utility Worker
For the utility worker exposure scenario, it was assumed that a utility worker would be
exposed to the upper 5 feet of contaminated soil (the entire depth of the vadose zone) over
an exposure domain of approximately 2 acres. This corresponds to one utility construction
crew building three utility lines—storm sewer, sanitary sewer, and water lines—along the
entire north-south dimension of the site. The exposure frequency was considered to be from
8 to 15 days for the CTE and RME scenarios. For the RHE scenario, this was increased to
60 days based on an estimate of 30 days to perform the work, and an allowance of a factor
of 2 for uncertainty in work efficiency. The soil ingestion rate of 216 to 480 mg/day for the
CTE and RME exposure scenarios was reduced slightly to 200 mg/day for the RHE scenario
based on the mechanized nature of most utility construction work. Finally, for dermal
201481 3-B-3
contact, the CTE and RME exposures used a skin area of from 5.000 to 5.600 cm: with an
adherence factor ranging from 0.2 to i.O mg/on3. For the RHE exposure scenario, the value
of 5.800 on1 of exposed skin was retained as this is representative of the hands, arms and
head. However, die low value of 0.2 for adherence of soil to skin was used as this
represents an upper bound for irrigation installers.
• Construction Worker
For the construction worker, it was assumed that a construction worker would be exposed
to the upper 5 feet of contaminated soil over an exposure domain of approximately 2 to 5
acres. This corresponds to construction of a foundation for a structure the size of CMC's
Plant So. 1 south of the she. The exposure frequency used was from 16 to 21 days for the
CTE and RME scenarios. For RHE. the exposure frequency was increased to 30 days. Sou
ingestion and adherence values for the construction worker scenario were considered
equivalent to those used for the construction worker for RME. CTE, and RHE exposure
scenarios
• Commercial or Industrial Workers
To develop a basis for potential occupational exposure under the commeraallndustrial
scenario, it was assumed that the exposure domain would be on the order of 5 acres.
However, most of the site will be covered (soil and vegetation, gravel, asphalt or concrete
and buildings', thus Limiting exposure. For the RME and CTE scenarios, the exposure
frequency was assumed to be 165 days per year with the exposure duration varying from
9 to 25 years. For the RHE scenario, it was assumed that workers may be cutdoors for
lunch or other activities for 97.5 days/year (the estimated number of decent weather, non-
vacation days per year) over a 25-year period. Incidental ingestion was assumed to be from
0 825 to 8 05 grams of contaminated soil per day for CTE and RME, but was reduced to
0.002 for RHE in order to reflect the time spent outdoors in proportion to the total.
Similarly, the soil adherence factor ranged from 0.2 to 1.0 for CTE and RME. but was
reduced to .043 for RHE. The significantly lower values for RHE were used because it
better represents credible exposure values, as explained below. Realistically, after
redevelopment it is likely that there will be no opportunity for these workers to contact
subsurface soils.
2c:*5i 3-E-i
As previously mentioned, the RME and CTE values are typical of conservative preliminary
remediation goals, but may be overly conservative for evaluating potential remedial actions during
a feasibility study. By comparison, the target soil concentrations calculated using the RHE
exposure scenario represent appropriate level of risk for consideration of site-specific future
conditions. For most compounds, the exposure conditions which have the greatest sensitivity with
regard to future risk are the assumed ingestion rate, exposed skin area, the soil adherence factor,
and the exposure frequency. For example, the relatively high ingestion rates considered in the
RME and CTE scenarios for the utility/construction worker scenarios exceed the ingestion rate used
in the RHE scenario of 200 mg/day. This value is based on an tipper value for irrigation installers
and is therefore more representative of a reasonable upper bound for ingestion by utility/
construction workers.
Similarly, the ingestion rate, exposed skin area, and exposure frequency for the reasonable high
exposure scenario (2 mg/day, 840 cm2, and 97.5 days/yr) represent upper bound values for future
es:posure scenarios when considering the limited extent of likely outdoor activities for future
industrial/commercial workers and the likely limited exposure to bare soil surfaces. Most new
industrial/commercial facilities incorporate significant pavement and landscaping, and most
commercial/industrial workers spend the majority of the working day indoors. The soil adherence
factor, 0.043 mg/cm2, is based on soil adherence to the hands of greenhouse workers. Soil
adherence factors of 0.2 mg/cm2 and 1.0 mg/cm2 correspond respectively to irrigation installers
(hands only; arms, legs and face were 0.02 mg/cm2 or less) and a factor between reed gatherers
(hands) and the high-end amount for rugby players.
Toxicity Assessment
The chemical concentration in soil that is considered safe depends, in part, on the inherent
chemical toxicity. The toxic effect of a chemical also depends on the dose or concentration of the
substance to which an organism is exposed. Toxicity values describe the quantitative dose-response
relationship between the chemical dose to which an organism is exposed and the incidence of
adverse health effects. The toxicity value for a chemical may differ depending on the route by
which an organism is exposed (i.e., by ingestion, inhalation or through dermal contact).
201481 3-B-5
Cancer Risk
The dose-response relationship for carcinogens is expressed as a cancer slope factor or unit risk
factor. Generally, the slope factor is a plausible upper-bound estimate of the probability of a
response-per-unit intake of a chemical over a lifetime. The slope factor is usually, but not always,
the upper 95th percent confidence limit of the slope of the dose-response curve and is expressed as
the probability of a response per milligram of chemical per kilogram of body weight per day:.mg/kg-day)'1. In risk assessment, the slope factor is used to estimate an upper-bound lifetime
probability of an individual developing cancer as a result of exposure to a carcinogen. A unit risk
factor is analogous to the slope factor but is expressed in units of (ng/m*)"1.
Tcxicty values derived by EPA for carcinogenic effects were used to develop the TSCs.
Development of TSCs
Toe acceptable risk levels for ra.ncer and noncancer effects to determine site cleanup goals is a
policy decision, not a risk-based decision. The State of Illinois guidance provides a cancer target
risk value of one excess cancer-in-one-hiindred-thousand (10"s) over background risk level for the
cancer endpoint. This risk criterion was used in the development of the TSCs.
To calculate the acceptable soil concentration for the inhalation pathway, a parti en] ate emission
factor -PET) and volatilization factor <VF) were derived based on guidance provided in EPA's RAGS
part B and Soil Screening Guidance document.
To calculate the PRGs, the exposure conditions are combined with the toxidty/cancer risk data for
each of the chemicals of concern. The risk values for various soil exposure conditions are
summarized in Table 3-B-2.
Using these exposure values and the chemical-specific toxicity/cancer risk values, the target soil
concentrations were calculated. The attached spreadsheets, labeled Table 3-B-3 through 3-B-18
present the calculation of the PRGs as well as the target soil concentrations for protection of human
health.
:<•!*.=: 3-B-6
References
U.El. EPA, 1989. Exposure Factors Handbook. May, 1989. EPA/600/8-89/043.
U.S. EPA, 1989. Risk Assessment Guidance for Superfund. Human Health Evaluation ManualPart A, 1989. EPA 9285.701A
U.S. EPA, 1991. Risk Assessment Guidance for Superfund: Volume I - Human Health EvaluationManual Part B, Development of Risk-Based Preliminary Remediation Goals, 1991.PB9285.7-01B.
U.S. EPA, 1992. Dermal Exposure Assessment: Principles and Applications, January 1992.EPA/600/8-91/011B.
U.S. EPA, 1996a. Exposure Factors Handbook. Draft Report. August, 1996.
U.S. EPA, 1996b. Soil Screening Guidance: Technical Background Document, 1996.EPA/540/R-95/128.
U.S. EPA, 1998. Risk Assessment Guidance for Superfund Volume I: Human Health EvaluationManual Supplemental Guidance Dermal Risk Assessment, Interim Guidance. NCEA-W-0364.Office of Emergency and Remedial Response, Washington, D.C.
201481 3-B-7
Table 3-B-1
Summary of Exposure Values
RME CTE RHE Units Source
All Exposure Scenarios
Carcinogenic Target Risk
Body Weight
Averaging Time
Participate Emission Factor
Volatilization Factor (VF)
Inhalation Rate (IR)
10*
70
70
20
10'6
70
70
20
10's
70
70
20
kgyears
Calculated
Calculated
nrvVday
(State of Illinois criteria)
U.S. EPA, 1991
U.S. EPA, 1991
exposure scenario specific
chemical and exposurescenario specific
U.S. EPA, 1991
Utility Worker
Exposure Duration (ED)
Eixposure Frequency (EF)
Soil Ingestion Rate (IR)
Skin Surface Area (SA)
Soil Adherence Factor (AF)
1
21
480
5,800
1
1
8
216
5,000
0.2
1
60
200
5,800
0.2
year
days/year
mg/day
cm2
mg/cm2
site specific
site specific
U.S. EPA, 1996a
U.S. EPA, 1996a
U.S. EPA, 1996a
Construction Worker
Eixposure Duration (ED)
Eixposure Frequency (EF)
Soil Ingestion Rate (IR)
Skin Surface Area (SA)
Soil Adherence Factor (AF)
1
21
480
5,800
1
1
10
216
5,000
0.2
1
30
200
5,800
0.2
year
days/year
mg/day
cm2
mg/cm2
site specific
site specific
U.S. EPA, 1996a
U.S. EPA, 1996a
U.S. EPA, 1996a
Commercial/Industrial Worker
Exposure Duration (ED)
Exposure Frequency (EF)
Soil Ingestion Rate (IR)
Skin Surface Area (SA)
Soil Adherence Factor (AF)
25
165
50
5,800
1.0
9
165
25
5,000
0.2
25
97.5
2
840
0.043
years
days/year
mg/day
cm2
mg/cm2
U.S. EPA, 1989
site specific
U.S. EPA, 1996— sitespecific
U.S. EPA, 1996a
U.S. EPA, 1996a
201481
Chomlcal
Cancer RIsK: 1X10-6FJCBsArsenic(Bonzenenon7o(n)nnlhraceneBeM/u(u)pytene
Ben7o(h)flurantheneDlbon70(n,h)nnthrnconolndeno(g,h,l)pyrene
Non-Cancer Risk: Hl=1Dlbenzofuran4-MelhylphenolNaphthalene
rnblo3B2Sun\m«ry of Soil Risk Values
Waukegan Manufactured Qas and Coke Plant Slto(mg/kg)
Rtild
RME
0.121.001.911.700.181.780.101.78
053817
5203
entlalCTE
8.0055241.308 .10.8168.1o.m60.1
1703321292
141944
Comrr
RME
0.25?.6B3.235.940.595.940595.94
98312297704
iercl*t/lndCTE
3231033
333
333
49556194
39901
j»trlalRHE
31
?05
6
150
15
15015
150
186779233474
1565513
UtllltY/ConttructlonRME
17
100
500
122
12
122
12
122
45915739
39438
CTE
118059
1700709
/0.9709
70.9709
4042750534
369220
RHE
16.594
238
116
11.0116
11.6116
53906738
48556
Mm(Tjvn\n»-Mi n'^ARRY we?
Table 3B-3
SOIL PRG CONCENTRATIONS - RESIDENTIAL SCENARIO (RME)
PRG DRIVER: CANCER RISK
EXPOSURE MEDIA: SOIL
ROUTE OF EXPOSURE: DERMAL ABSORPTION. INGESTION AND INHALATION
Chemical
PCBsArsenic
Benzene
Benzo(a)anttincene3enzo(a)pyrene3enzo(b)fluoranthene
Dibenzo(a.h)anthracenelndeno(g,h,i)pyrene
Target Risk
EXPOSURE ASSUMPTIONSIR-lngestion Rite
SA-Surface Area (cm2)AF-Adherence Factor (mg/cmZ)
BW-Body weight (kg)EF-Exposure frequency (days/yr)
ED-Exposure duration (yr)ATC-Averaging time (days)
INHR-lnhalation rate (m3/day)
PEF (m3/kg)EV (event/day)
CF-Conversion factor (kg/mg)
Oral SlopeFactor [1]
(mg/kg-day)-17.7
1.5
0.029
0737.3
0.73
7.3
0.73
1E-06
Value
100
58001
70
230
30
25550
20
8.600E+091
1E-06
Inhalation [1]
Slope Factor(mg/kg-dayM
1
15
0.029
NA
NA
NA
NA
NA
Unitsmg/day
cm2
mg/cm2
KOdays/yr
yrdays
m3/day
m3/kgevent/ day
kg/mg
Dermal Slope
Factor [2](mg/kg-day)-1
7.7
1.5
0.029
0.73
7.30.73
7.3
0.73
SourceEPA 7/23/98
EPA 7/23/98
EPA 7/23/98EPA 7/23/98
EPA 7/23/98
EPA 7/23/98EPA 7/23/98
EPA 7/23/98EPA 7/23/98
EPA 7/23/98
VFMm3/kg
NANA
5.00E+03344E+073.48E+071.35E+07
4.38E+08
3.05E+08
ABSp]Factor
0.03J
0.01
0.1
0.13
0.13
0.13
0.13
0.13
PRG
rng/kg
0.12
1.09
1.91
1.78
0.18
1.78
0.18
1.78
[1] From: "IRIS" or "Region 9: Preliminary Remediation Goals*
[2] Dermal Slope Factor is assumed to equal Oral Slope Factor
[3] From: "EPA 7/23/98" and "Region 9: Preliminary Remediation Goals-
Hi From: Final Technical Memorandum. EPA, 1995
PRG = (TR • ATC- BW) / [(EF • ED) • (|W • SFo • CF) * (SA • AF • ABS' EV • SFo • CF) * (INHR • SR • (V PEF+1/VF)))]
FOR PAHS: PRG «= (TR • ATC" BW) / [(EF • ED) * OR * SFo * CF) "2]
P-\13\49\003\RA-MLD\PRGC1 WB2 09/21/88
"ABLE 3S-t
^P3 COMCSTTRATKXS - RESlC£K~Vk_ EXPOSURE SCENA.RO '
PW3DWVSR MONCAMCER RJSK
= UEO>A Sal
A3SO«=nOi WGESTKDNWO I
OiontcaJ
I Oral WD(1;
"9*»d»y
Dermal RO[2]
m^ltj-day
vfWmlfltg
ABSP1
Factor
PRG
nng kq
COC4I NA OOD<! NA 0.1 ' 653
3 DOS! KA DOCs ^09E*O6' Cll 817
C04' NA C5» 542=»O«: 013: 5203
EXr>3SURt ASS'JMPTOHS Untt Source
iarJT
tear
'av-a»»r Mngn '«5J
C -Corxersor f»g>ng)
IX-
5BOC|
1"
70:230!»
I095oi, j
20J
8506-09:
1;
•E-O61
E = A 1V.4S5
= 34
EPA 11.-1495.'
EPt 11.'1495:
rmn
LrnOen
EPA 1V14S5
EPA H'14«5
EPA 11'14/95
EPA 11'1495
EPt 11 'lA/X
U =-trr "reefer 9
On< Rctorce Docc
RenedMBn Cxak* 1996
EPA. 19B£
• CF • EF ' ED', ' (RO3 ' H! •= f>NHR ' EF " ED ' (1<VF • 1 «EF|) / .'•MO • H: • ATNC '
« fC? • V ASS ' S> ' EV* EF ' ED; / (WOd • HI • ,
Table 3B-5
SOIL PRG CONCENTRATIONS - RESIDENTIAL SCENARIO (CTE)
PRO DRIVER: CANCER RISK
EXPOSURE MEDIA: SOIL
ROUTE OF EXPOSURE: DERMAL ABSORPTION, INGESTION AND INHALATION
ChemicalPCElsArsenicJenzene
3enzo(a)anthraeene3«n::o(a)pyrene3erc:o(b)fliiorantheneDibenzo(a , h)anthracenendeao(g,h,i)pyrene
Target RiskEXPOSURE ASSUMPTIONS
IR-lngestion RateSA-!>urface Area (cm2)
AF-Adherence Factor (mg/cm2)BW-Body weight (kg)EF-E:xposure frequency (days/yr)
'D-lixposure duration (yr)ATC-Averaging time (days)
INHIMnhalation rate (m3/day)
PEF (m3/kg)EV (event/day)
CF-Conversion factor (kg/mg)
Oral Slope
Factor [1]
(mg/ko-day)-17.7
1.5
0.0290.73
7.30.73
7.30.73
1E-O6
Value50
5000
0.2
70
40
925550
20
8.600E+09
1
1E-O6
Inhalation [1]Slope Factor
(moAg-day)-11
15
0.029
NA
NANA
NA
NA
Unitsmg/day
cm2
mg/cm2
kgdays/yr
yrdays
m3/daym3/kg
event/day
kg/mg
Dermal Slope
Factor [2](mg/kg-day)-1
7.7
1.5
0.029
0.73
7.30.73
7.3
0.73
Source
EPA 7/23/98EPA 7/23/98
EPA 7/23/98EPA 7/23/98
EPA 7/23/98
EPA 7/23/98EPA 7/23/98
EPA 7/23/98
EPA 7/23/98EPA 7/23/98
VF[4]
m3/kg
NA
NA
5.00E+03
3.44E+073.48E+071.35E+07
4.38E+083.05E+08
ABSP]Factor
0.03
0.01
0.1
0.13
0.13
0.13
0.13
0.13
PRGmg/kg
8.06
55.18
41.28
68.066.81
68.06
6.61
68.06
[1] From: •IRIS' or'Region 9: Preliminary Remediation Goals'
[2] Dermal Slope Factor is assumed to equal Oral Slope Factor
[3] From: 'EPA 7/23/981 and "Region 9: Preliminary Remediation Goals'
[4] From: Final Technical Memorandum. EPA, 1995
PRG '•-- fTF • ATC- BW) / |(EF • ED) • (OR • SFo • Cf) + (SA • AF • ABS * EV • SFo • CF) « HNHR ' SFi • (I/ PEF+WF)))]
FOR PAHS: PRG = (TR • ATC' BW) / [(EF • ED)' (IR * SFo • CF) "2]
P:M 3«8\D03\RA-M1.D*5RGC1 WB209/21 »8
~RE SCEKA.RIC ;CTE.PRO DRIVER NQNCAMCER RJSK
So*
EXTOSJRE D€RUAL ASSO** s^O*. INGESTON AN: iN-iAI
Own cat
> ttuUtnn RO{1]I mgrtcg-Oay
Dermal RfDfZ] VFI4]
mg/ICQ-day ma.TcgABSp]Fa
PRO
COCK NA 011 'T233
'.XSl NA. 1 11.09£*06: Oil :i2S2o w MA' OCX 5O=*O4i
RE ASSJMOT1OKS Some3*e
SA-S rt»ce Area (zrr2}
(kg)
-B-nanrt nan ' ntn iij
Rate (rrvVitty)
5C
500C|
3225
22
£=A 11/1495;
^V^Cf^rr
E=A "V1
EPA 1114 5
vr! EBAIVUSS3*ys E=A1in4«5
LT«Uess E=>Ain495EPA 11/1495E»A11T495= =>A 11T495
rua- tactor fmynxil 1E-C36
[i; -ttxr, -RS" or * <gBn »
;r D«r—» R^mv* Dace • «*njmec tc ecu* Oar Peteree Dosep: '-on-. Tl«9nn 3 Pighinuiy RefTWMCjon Go*'. '998
K: -nm Rnri TfcmeX UcmwiduR. EPA, 1986
Or* - fR • CF • EF • ED) / IWDo • H • A^TC • 3W'
XHR • £F • ED * ;i/VF - ' -PEF) , ,T»O • i
= .C= • A? • ASS • SA • EV E- • EO .1*0; • H' • ATNC ' B»\ ;•
TABLE 3B-8
PRG CONCENTRATIONS - COMMERCIAL/INDUSTRIAL SCENARIO (RME)
PRG DRIVER: NONCANCER RISK
EXPOSURE MEDIA: Soil
ROUTE OP EXPOSURE: DERMAL ABSORPTION, INGEST1ON AND INHALATION
Chemical
Dibenzofuran
4-Methylphenol
Naphthalene
EXPOSURE ASSUMPTIONS
IR-tngestion Rate
SA-Surface Area (cm2)
AF-Adherence Factor (mg/cm2)
BW-Body weight (kg)
EF- Exposure frequency (days/yr)
ED-Exposure duration (yr)
ATNC (days)
Hi-Hazard Index (unftess)
INHR-lnhalation Rate (m3/day)
PEF (m3/kg)
EV (event/ day)
CF-Conversion factor (kg/mg)
Oral RTD[1]
mg/kg-day
0004
0.005
0.04
Value
50
5800
170
165
259125
1
20
8.60E+09
11E-06
Inhalation RfD[1]
mg/kg-day
NA
NA
NA
Units
mg/day
cm2
mg/cm2
kgdays/yr
ydays
unitless
m3/day
m3/kg
event/day
kg/mg
Dermal RfD[2]
mg/kg-day
0.004
0.005
0.04
Source
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
VF[4] ABS[3] PRG
m3/kg Factor mg/kg
NA 0.1 983
1.09E+06 0.1 1229
5.42E+04 0.13 7704
[1] From-. "IRIS" or "Region 9: Preliminary Remediation Goals"
[2] IDermal Reference Dose is assumed to equal Oral Refemce Dose
[3] From: "Region 9: Preliminary Remediation Goals". 1998
[4] From: Final Technical Memorandum. EPA, 1995
PRG = 1 / (Oral + Inhalation + Dermal)
Oral = (IR * CF * EF * ED) / (RfDo * HI * ATNC • BW)
Inhalation = (INHR * EF • ED * (1/VF + 1/PEF)) / (RfDi * HI • ATNC * BW)
Dermal = (CF * AF " ABS * SA * EV * EF * ED) / (RfDd • HI • ATNC * BW)
"«*3S-5SO«_ FUG COKCE
P*G DRIVER: CANCER POSH
EXPOSJRE MEDIA. SOIL: EXTCSURE DERMAL ABSO* = 1N3EST13N ANC ;
OnJStopc
Factor [1]<m
Stoo* Facur
IStopej
Factor [7] '
! (mgrttg tayM I
nvVtcg ABSP1 PRG
Factor j mgrttg
SA HA C.03 2.0415 1.5 KA! 03"! 22.33
OC2S C.C29 5.00E*<33| OK 1007
CT3 HA: 073 344E*07i 013 33.00NA 7.3| 34BE+O7' 013 3JO
073 KA' OT ' 3SE*07. 013 33.00M* 43SE+O& C.13| 3.»
C 73 KA 073' C.13I 33.00
Rs* 1E-06
E°A 1V14.-9S
(ngiCftiT)
cnTC-Awigrc bmt (<*rfl)
:-Ccn«r«cr ttaar frgttnoj
5000
C^
25SSO
20
9600£~09
1
•E-06
mjCTj E'AITIASS
xg E=A 11/14-95
E°A 1
r E=A i
EDA TV
TABLE 3B-10
PRH CONCENTRATIONS - COMMERCIAL/INDUSTRIAL EXPOSURE SCENARIO (CTE)
PR« DRIVER: NONCANCER RISK
EXPOSURE MEDIA: Soil
ROUTE OF EXPOSURE: DERMAL ABSORPTION. INGESTION AND INHALATION
Chemical
Dibenzofuran
4-Methylphenol
Naphthalene
EXPOSURE ASSUMPTIONS
IR-lngestion Rate
SA-Surface Area (cm2)
AF-Adherence Factor (mg/cm2)
BW- Body weight (kg)
EF-Exposure frequency (days/yr)
ED-IExposure duration (yr)
ATNC (days)
Hi-Hazard Index (unitless)
INHR-lnhalation Rate (m3/day)
PEF (m3/kg)
EV (event/day)
CF-Conversion factor (kg/mg)
Oral RfO[1]
mg/kg-day
0.004
0.005
0.04
Value
25
5000
0.2
70
165
9
3285
1
20
8.60E+O9
1
1E-06
Inhalation RfD[1]
mg/kg-day
NA
NA
NA
Units
mg/day
cm2mg/cm2
kgdays/yr
yrdays
unitless
m3/day
m3/kg
event/day
kg/mg
Dermal RfD[2]
mg/kg-day
0.004
0.005
0.04
Source
EPA 11/14/95
EPA 11/14/95
EPA 11/1 4/95
EPA 11/1 4/95
EPA 11/1 4/95
EPA 11/1 4/95
EPA 11/14/95
EPA 11/14/95
EPA 11/14/95
EPA 11/1 4/95
EPA 11/14/95
VF[4] ABS[3] PRO
m3/kg Factor mg/kg
NA 0.1 4955
1.09E+06 0.1 6194
5.42E+04 0.13 39961
[1] From: "IRIS" or "Region 9: Preliminary Remediation Goals*
[2] Dermal Reference Dose is assumed to equal Oral Refemce Dose
[3] From: "Region 9: Preliminary Remediation Goals". 1998
[4] From: Final Technical Memorandum. EPA, 1995
PRG = 1 / (Oral + Inhalation + Dermal)
Oral = (IR * CF * EF • ED) / (RfDo • HI * ATNC * BW)
Inhalation = (INHR * EF * ED * (1A/F + 1/PEF) ) / (RfDi * HI * ATNC " BW)
Dermal = (CF * AF * ABS • SA • EV * EF * ED) / (RfDd * HI * ATNC * BW)
PMIMHXOUUMUDtTNCSIDF.WU
SOL TSC CONCENTRATIONS - C
TSC DfWBt CANCER RISK
MEDIA SOIL
. SC£Ki=?
A3SCRO-!O». >*GES~.'OS AS" I
; OrtStope
i Factor ;i]
I Img/k^ layM
[1] : Ocrmcl Slope VF{4]
Slope Fcdor Factor [7] : ml/kg
' (mg/kj<Uy)-1 i
ABSp]
Factor
TSC
KA 0-03 XX
Si is NA Q&l 205-50029: 0029 500E*O3 0.1T 633
NA: 073 344E.O7 0:3 150.12
HA 7J 34iE*O7 013 1501
:73 HA 073 1J5E*O7 013 ISC 12
NA 73 <.38E-OB| 0.-3 1501
NA 073 013! 150-2
I
EXPO6UK£ ASSUMPTKXS V«u*l Una Saorr*
A-«a cm21
A.c-AO»'»nL» ^aODT tmfarl,
g«W
MO!
D3O
70
"£
25
rrvaay Sae s»c*c
crri EPA 1996
mysrrj EPA 1996
*g EPA 1996
oy^)
2C
8 SOOeXH
•E-D6
r-i<ay
EPA 1996
EPA 1996
EPA 1996
E=A 11/14.95
E=A'.V14'95
•II Ffar-. TH r jrTU^on 9- Pt««i iwut > H
^ Dcrn< Slcp* '»anr • uiu-we is •ouai O» Stoo*P1, Ffcrr "E=A 771ST and *K*9ar 9
3* fnrr.Gats'
Go*3*
TABLE 3B-12 «
TSC CONCENTRATIONS - COMMERCIAL/INDUSTRIAL EXPOSURE SCENARIO (RHE)
TSC DRIVER: NONCANCER RISK
EXPOSURE MEDIA: Soil
ROUTE OF EXPOSURE: DERMAL ABSORPTION, INGESTION AND INHALATION
Chemical
Dibenzofuran
4-Methylphenol
Naphthalene
EXPOSURE ASSUMPTIONS
IR-lngestion Rate
SA-Surface Area (cm2)
AF-Adherence Factor (mg/cm2)
BW-Body weight (kg)
EF-Exposure frequency (days/yr)
:D- Exposure duration (yr)
ATNC (days)
Hi-Hazard Index (unittess)
INHR-lnhalation Rate (m3/day)
PEI: (m3/kg)
EV (event/day)
CF-Conversion factor (kg/rng)
Oral RfD[1]
mgikg-day
0.004
0.005
0.04
Value
2
840
0.043
70
97.5
25
9125
1
20
8.60E+09
1
1E-06
Inhalation RfD[1]
mg/kg-dayNA
NA
NA
Units
mg/day
cm2
mg/crn2
kgdays/yr
ydays
unitless
m3/day
m3/kg
event/day
kg/mg
Dermal RID[2]
mgfkg-day0.004
0.005
0.04
Source
Site specific
Site specific
EPA 1996
EPA 1996
Site specific
EPA 1996
EPA 1996
EPA 1989
EPA 1996
EPA 7/23/98
Site specific
VF[4) ABSPJ TSC
ma/kg Factor mgfkgNA 0.1 1B5779
1.09E-K)6 0.1 233474
5.42E-K>4 0.13 1565513
|1] From: "IRIS" or 'Region 9: Preliminary Remediation Goals*
[2] Dermal Reference Dose is assumed to equal Oral Refemce Dose
[3] From: "Region 9: Preliminary Remediation Goals". 1998
[4] From: Final Technical Memorandum. EPA, 1995
PRG = 1 / (Oral + Inhalation + Dermal)
Oral = (IR • CF * EF * ED) / (RtDo * HI * ATNC ' BW)
Inhalation = (INHR * EF * ED * (WF + 1/PEF)) /(RfDi • HI * ATNC * BW)
Dermal = (CF * AF * ABS * SA * EV * EF * ED) / (RfDd * HI * ATNC * BW)
Tatt* 38-13
P*<3 ORTVER: CANCER RISK
EXPOSJRE UEOU SOIL
tOC-E C^ EXPOSURE :>ERUAL ANE iSH.*_*,TtOS
1 Oral Stop* j Inhalation fl] ji Factor [1] ! Stopc Factor !
Chn fCti • (fT^^ tQ-diy f»* i (m^^ig^jy^- 1PC8a ' 7 ' NA
A.-WIC • ' 5: 15;ftaiuam 1 :C29i O.C29I
DCrXDCU^ ^Bifta) ' -3 1 HA
3Op2D'v<njui A apicm ' 0 - • NA .torasa.lu»«nev« . ~3 VA'
»o»nc(j X .\3nT«n« i C.73 SA|
Dermal Slope \T1Factor [7] mVkg
(mg/kg-ii»y)-1 '7.7 i HA1.5 HA
0.029: 50OE-KD073! 344E*07
ABSP] : PRO
003 16.91001 10553
0 1 > 580.39013: 12V53
7J 348E+07] 013! '2-15073 1.35£*07l C 13 121.537J' 4.38E-KB
0.73 3.056*06i 1
0.13 -2150.13 12' .53
TVT«RB* -E-06LXPOS-RE ASSyMPTXXS ! vwi* Un«si-t- obor Rat» i 480 ng«j»y|
£A-Ss tec* AM* (a-&j < 59001 cm2|: i '
EO-Ej3»«*» OunHan (yr) ' ', yr,
»'C-A«r«^^ VT» .a«y5', • 255SC i e»ys
Sara'EPA7.7V98EPA 77*96EPA 7.73/98
EPA 773,'98EPA 7.73^6EPA771S6EPA 773«EPA7.73W
I" J Ftvn ";R'-S* or ' •pon 9 Pufclajry Samadution
*EPA 7.71<9r and -Rasior 9
P«C = ~* • »TC- 8»r IE? ' 60) ' :p* - S*= ' CT - 3* •FC« PAKS "wo» rm • ATC- bvr, [!-£= • =:r. •
GoWi-
• *as • EV • s^s • ~n • S-: ' CF, -7;
'-*•
TABLE3B-14
PRG CONCENTRATIONS - UTILITY WORKER (RME)
PRG DRIVER: NONCANCER RISK
EXPOSURE MEDIA: Soil
ROUTE OF EXPOSURE: DERMAL ABSORPTION, INGESTION AND INHALATION
Chemical
Dibenzofuran
4-Methyiphenol
Naphthalene
EXPOSURE ASSUMPTIONSR-ingestion Rate
SA-Surtace Area (cm2)AF-Adherence Factor (mg/cm2)
BW-Body wetght (kg)
:F- Exposure frequency (days/yr)
ID-Exposure duration (yr)
ATNC (days)
Hi-Hazard Index (unities*)
INHR-lnhalation Rate (m3/day)
PEF (m3/kg)
EV (event/day)
CF-Conversion factor (kg/mg)
Oral RfD[1]
mg/kg-day
O.OO4
0.005
0.04
Value
480
5800
1
70
21
1
365
1
20
4.30E+09
1
1E-06
Inhalation RfD[1]
mg/kg-day
NANANA
Units
mg/day
cm2mg/cm2
kgdays/yr
yrdays
unitless
m3/day
m3/kg
event/day
kg/mg
Dermal RfD[2J
mg/kg-day
0.004
0.005
0.04
Source
EPA 7/23/98
EPA 7/23/9B
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
EPA 7/23/98
VF[4] ABS[3] PRG
m3/kg Factor mg/kg
NA 0.1 45911.09E+06 0.1 5739
5.42E+04 0.13 39438
[1] From: "IRIS" or 'Region 9: Preliminary Remediation Goals'
[2] IDermal Reference Dose is assumed to equal Oral Refernce Dose
[3] From: "Region 9: Preliminary Remediation Goals". 1998
[4] From: Final Technical Memorandum. EPA, 1995
PRG = 1 / (Oral + Inhalation + Dermal)
Oral = (IR * CF * EF * ED) / (RfDo * HI • ATNC * BW)
Inhalation = (INHR • EF • ED * (1/VF + 1/PEF) ) / (RfDi * HI * ATNC * BW)
Dermal = (CF • AF ' ABS • SA • EV • EF * ED) / (RfDd • HI * ATNC • BW)
LD\TNCSDF.vn2
33-15
SOL PRG CONCENTRATIONS - UT1LTY WORKER SCENiAR'O /C
PRG DRIVER: CANCER RISK
EXPOSURE MEDIA: SOILROUTE OF EXPOSURE DERMAL ABSORPTION. INGEST1ON AND INHALATION
Oral Slope ! Inhalation [1]| Factor [1] ! Slope Factor
ChemicaJ i (mg/Vg-<lay>-1 ! (mg/kg-oayHPCBs • 7.7! NA
Araenc ' 1.5 15Benzene 0.029 ' C.0293enztx'a^njh.-acene 0.73 NA
Be-iZtx a pye^e 7.3' NA
Ber.zofD-fluoranthene 0.73 NA
Dibenzo-aJi \a-Sfiraceoe 7.3 NA
Dermal SlopeFactor [2]
(mgAg-<iay}-17.7
VFI4]
mZfkg ABS{3]Factor
NA 0.03
1.5 1 NA 0.01
C.029 5.3DE-fO3| 0.1
0.73I 3.4-iE-K)7i 0.13
7.3
0.73
3.48E+07 0.13
1.35E+Q7I 0.13
7.3! 4.38E-O8 C.13
ifvserwg.h. ''sy-ene ; 0.73 NA 0.73J 3.05E^O8 0.13
PRG
mg/kg118.02
659.34
1786.15
708.91
70.89
708.91
70.89
708.91
Target Ra* 1E-D6
EXPOSURE ASSUMPTIONS Value Urwsl Source[R-lr>5esx>r. Ra:e 216 mg/dayi EPA 11/14/95
SA-Sijrtace A.-83 (cri2) 5OOO cm2 ; EPA 1 1 /1 "SS |JkF-As-erence raecx (•ng'cm2) 0^ m^cm2 EPA 11/14/95!
SW-Bocy *ejgrt >g) 70 icg, EPA 11/1 4/55
EF-Ejoosxe f-ecuercy (days'yr) 8 days-Vrj EPAII/l^'gSED-Ex30Sjre fl-j-acon (yr) 1 yr EPA 11/14/95
ATC-AveragiTg tme fdays) 25550 days EPA 11/14/95INHR-lrraJaaor. -ate (rr3'day) 20 r.i'day EPA 11/14/95;
PEF r~i3Vg) 4.300E•^O9; mS'kg EPA 11/14/95EV ';e-^em3ay; 1 evemday EPA 1ir. 4/95CF-C<x~-« iori 'actof (kgrng) 1E-06 kg'.-ng
!'• From 'IRIS* or 'RegKjn 9 Preiifnnary Remedwtion Goats'
\2] DernaJ SJcpe Faaor is assumed :o ecuai OraJ Stooe Factor
'3] F'•>-!: *EPA 723,99* and "Regtoo 9: PreiLinnary Remedsatror> GoaJs*
!3] Fro-n. *EPA 723,^58* and 'Regwn 9: Prefaninary Remediation GoaJs'
»as > -TS. • ATC- aw> ; EF • ED> • ;-iB • s^ • ZF, - fSA • AF • /^as • rv • s=o • CR - IINHR •FOR PAHS r R3 = TR ' ATC' BW; ;,;EF • ED) ' (IR * SFo ' CP *2]
;!
1 .WB2
TABLE 3B-16
PRG CONCENTRATIONS - UTILITY WORKER (CTE)
PRG DRIVER: NONCANCER RISK
EXPOSURE MEDIA: Soil
ROUTE OF EXPOSURE: DERMAL ABSORPTION. INGESTION AND INHALATION
Chemical
Diberizofuran
4-Memytphenol
Naphthalene
EXPOSURE ASSUMPTIONS
IR-lngestion Rate
SA-Surface Area (cm2)
AF-Adherence Factor (mg/cm2)
BW-Body weight (kg)
EF-Exposure frequency (days/yr)
iD-Exposure duration (yr)
ATNC: (days)
Hi-Hazard Index (unittess)
INHR-lnhalation Rate (m3/day)
PEF [m3/kg)
EV (fvent/day)
CF-Conversion factor (kg/mg)
Oral RfD[1]
mg/kg-day
0.004
0.005
0.04
Value
216
5000
0.2
70
8
1
365
1
20
4.30E+09
1
1E-06
Inhalation RfD[l
mg/kg-day
NA
NA
NA
Units
mg/day
cm2mg/cm2
kgdays/yr
ydays
unit less
m3/day
m3/kg
event/day
kg/mg
Dermal RfD[2]
mg/kg-day
0.004
0.005
0.04
Source
EPA 11/1 4/95
EPA 11/14/95
EPA 11/14/95
EPA 11/14/95
EPA 11/14/95
EPA 11/14/95
EPA 11/1 4/95
EPA 11/14/95
EPA 11/14/95
EPA 11/1 4/95
EPA 11/14/95
VF[4] ABS[3] PRG
m3/kg Factor mg/kg
NA 0.1 40427
1.09E+06 0.1 50534
5.42E+04 0.13 369220
[1] From: "IRIS" or "Region 9: Preliminary Remediation Goals"
[2] Dermal Reference Dose is assumed to equal Oral Refemce Dose
[3] From: "Region 9: Preliminary Remediation Goals'. 1998
[4] From: Rnal Technical Memorandum. EPA, 1995
PRG = 1 / (Oral + Inhalation + Dermal)
Oral = (IR * CF * EF * ED) / (RfDo • HI * ATNC * BW)
Inhalation = (INHR * EF * ED * (1/VF + 1/PEF) ) / (RfDi * HI * ATNC
Dermal = (CF • AF * ABS * SA * EV * EF • ED) / (RfDd * HI * ATNC •
'BW)
BW)
*^^B» •«! 4 ••
SO- TC CO*C£STK.AT!O*S - i."1L
TSCDWVPt CANCER RISK
WCWKES SCEHARKD 'RHr
L A3SO3P71ON.
mSlop* Factor
|moAo-<toY)-1
Dermal Slope
Factor [7] mVkg ABSp)
Factor
T5C
ing/kg
NA C.23-15' 1 5 MAi 01 9389
C029 039! 0029 50OE«C3l C1 238 IS
373 HAI 073' 344E-KJ7 C131 116.40
HAi 73 34SE*O7 C.13! 11.64
373 HA; 073 C.13; 1640MA. 7 3 C131 V 64
3 73 HAi 073 3C5E«OBI 13' 11640
irgtf Its* 1E-06
VMU. Lmol Snrr»
20C
saoo =°A 1V1435
^Qj- iliU- tacter fkymq\
TSSSC.
Xl4JrjO£XB|
IE-OS'
cm2i
rno/cm2
S«i-
S«t;
days.' E'A 11,14«
E°A 1 VI ASS
^yr'>u
TABLE 3B-18
TSC CONCENTRATIONS - UTILITY WORKER (RHE)
TSC: DRIVER: NONCANCER RISK
EXPOSURE MEDIA: Soil
ROUTE OF EXPOSURE: DERMAL ABSORPTION, INGESTION AND INHALATION
Chemical
Dibenzofuran
4-Methyt phenol
Naphthalene
EXPOSURE ASSUMPTIONS
IR-liigestion Rate
SA-Surface Area (cm2)
AF-Adherence Factor (mg/cm2)
BW-Bodyweipht (kg)
•F-Exposure frequency (days/yr)
:D-Exposure duration (yr)
ATNC (days)
Hi-Hazard Index (unities*)
INHR-lnhalafon Rate (m3/day)
PEF (m3/kg)
EV (event/day)
CF-Conversion factor (kg/mg)
Oral RfD[1]
mg/kg-day
0.004
0.005
0.04
Value
200
5800
0.270
60
1
365
1
20
4.30E+09
1
1E-06
Inhalation RtD[V
mg/kg-day
NA
NA
NA
Units
mg/day
cm2
mg/cm2
kgdays/yr
ydays
unities*
m3/day
m3/kg
event/day
kg/mg
Dermal RfD[2]
mg/kg-day
0.004
0.005
0.04
Source
EPA 11/14/95
EPA 11/14/95
EPA 11/14/95
EPA 11/14/95
Site specific
Site specific
Site specific
EPA 1989
EPA 11/14/95
EPA 11/14/95
EPA 11/1 4/95
VF[4] ABS[3] TSC
m3/kg Factor mg/kg
NA 0.1 5390
1.09E+06 0.1 6738
5.42 E+04 0.13 48556
[1] From: "IRIS" or "Region 9: Preliminary Remediation Goals"
[2] Dermal Reference Dose is assumed to equal Oral Refernce Dose
P] From: "Region 9: Preliminary Remediation Goals". 1998
|4] From: Final Technical Memorandum. EPA, 1995
PRO = 1 / (Oral + Inhalation + Dermal)
Oral = (IR ' CF * EF • ED) / (RfDo * HI • ATNC * BW)
Inhalation = (INHR * EF * ED.* (1/VF + 1/PEF)) / (RfDi * HI * ATNC * BW)
Dermal = (CF • AF • ABS * SA * EV EF * ED) / (RfDd * HI • ATNC * BW)
SOL ""-«*G DWVER. CANCER RSX
£ M£3«» SO(Lll*SESTlD»i ASC IN-iAJ>TION
Oral Step*
Factor [1] Slope F[1] iDefmal Slope
Factor [2] PRG
""9*3003.
'-5 15] 1 5 NA 2.68CC29> O.CZ9! 0029: 500£-*03' 3.23373' HA 073 013 594
7.3| HA 013: CS3
C73I KA 35E»07 C :3KA 013 cs
073 HA 073 30SE~08 013 5.94
1E-06=t *SSJMPT10NS vaw* Sourc*
• •4-gecxr =ijt»
^Atfwnrca cac*or (mg/an2)3/«-Booy vvgrc '"«g.i
'-Ccrr^rBor igtar '"kgrmq)
SO5BOO
1 '70:
IGS;25 i
235020
a 8006 39
IE-OS
EPA^Tisecm2 EPA7.'73.'96
rV<3«2 EPA""21'981
kg EPA-*7a'99i
r\ EPA T"days EPA •'.'Ti'se
nvVdiy EPA 7.73/98ml\B EPA7-ZV98
EPA 7.73«6
-rm. T-» • »— g
P*.-S
«£&rm«s to «o^ O« Stop* Factoraf on 9
Mamxanourv EPA. 1995
EDl-:*''»<'^-S»"V ABS • £
• ATCT BW. i^^ ' ED) • (IH • SPe •
CW21/96
Appendix BSoil Screening Guidance Models
andVapor Intrusion Models
- - • • < •
., '.Jjfj.^Lj.^'r. -;;•' •
^ *£^» ..;m-i A^ifrs^^i^^
'•• "s TS1"1 • •*• ;•*" .' '; • • • " :'' - • >":
Appendix B
Commercial/Industrial Worker Scenario
New RHE exposure values, consistent with the practices adopted for the other RHEscenarios, were developed for the commercial/industrial vapor intrusion scenario. The twofactors to develop for this exposure scenario are the exposure duration and the exposurefrequency. The median occupational tenure (both sexes, all occupations) is 6.6 years (U.S.EPA, 1997; Table 15-176). Nine years would reasonably represent an RHE scenario exposureduration. However, in order to maintain consistency with the outdoor commercial/industrialscenario which is part of the basis for the ROD cleanup levels, 25-year duration has beenselected for this scenario.
An RHE exposure frequency was developed based on work week statistics. The weightedmean hours per week worked (both sexes) is 21.82 hours (U.S. EPA, 1997; Table 15A-6). Anexposure frequency of 219 days per year reflects 35 hours per week worked over a 50 weekperiod (assuming 2 weeks vacation). This occupational exposure frequency, 219 days peryear (U.S. EPA, 1993), was selected for the RHE. From a practical standpoint, this is a highexposure for workers, as it assumes they are on the ground floor of the building and spendvery little working time elsewhere (e.g., out of the office for meetings or otherresponsibilities, in other buildings, or even on other floors of the same building).
Soil Screening Guidance for Chemicals -Model Calculation Output
loil Screening Guidance, Superfund, US EPA
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EPA Home > Suoerfund > Health & Safely > Risk Assessment > Tools of the Trade > Soil Screening Guidance for Chemicals
Soil Screening Guidance for Chemicals
Equation Values for Inhalation of Volatiles
Volatilization FactorParameter
Surface Area (acres)
City (climate zone)
Q/C (g/m2-s per kg/m3)
Soil SaturationValue Concentration
Parameter
0.5
Chicago(VII)
97.78
., . NoncarcinogenicValue Parameter
Target Hazard Quotient(unitless)
Exposure Duration (yr)
Exposure Frequency(day/yr)
Value
1
6
20
Carcinogenic ., ,Parameter Value
Target Risk (unitless) g°E"
Exposure Duration(yr) 6
Exposure Frequency on
(day/yr) 20
Fraction organic carbon «(unitless)Dry soil bulk density(g/cm3)
Soil particle density(g/cm3)Water-filled soil porosity(LwateAsoll)
Exposure interval (s)
1.67
2.74
0.26
9.5e08
Fraction organic carbon(unitless)Dry soil bulk density(g/cm3)
Soil particle density(g/cm3)Water-filled soil porosityC-wateAsdl)
0.02
1.67
2.74
0.26
Average Lifetime (yr) 70
Soil Screening Levels for Inhalation of Volatiles (mg/kg)
Analyte C.N.*. Soilp Saturation Noncarcinogenic Carcinogenici-acior Concentration
Aroclor1254 11097691 5.7E-0411
ile://P:\13\49\015\Risk%20Update\USEPA%20Submittal\rec%20child.htm
4.2E+06 2.3E+02 1.6E+03
10/28/200:
Icu l Screening (MIU|;UK-C. Supcrfuiul. US I - I 'A ''^ •' o(
Afnonic. Inorgnnlr. /4403fl2 431 03"
linn/mm /1432 3.01.0?" / f i t 0(5° 2 01 «04 2 41 «03 111 '04 f. 41 '02
Honzo(n]pyrMn« !.()320 3 Gt.«()/CrBBol.p- 100446 .1 ?l »06 3 Bf «04
nibmi/ofurnf) 132040 0 »l '02
Nophthnlono 91203 3 OF.-03" 4.3 t .»OG 2 4 f « 0 4
This site is mninlainod nnd operaiod through a cooparntivo ngroemonl botween (he EPA Office of Sttporfund and Oak Ridge NationalI tibotataiy. I or yuostions or comments please contact tho UHim ul Suuuiluiid.
t uuumtundUumu.I utlaUUlUunm
U ' A l l u m u I 1'ilvji.y Olid uuuUJlty NulItU I
I nnl ij|xliilnil on Muniliiy. I nlm/nry 1Mli. 7003IIKI hllp //ilik Hit ixiil Di>v/i:un>lTi/iipn/nnl? r.gl
ile://P:\13\49\015\Risk%20Updatc\USEPA%20Subn* .Arec%20child.htmni .i\rec%20child.htm V 10/28/200.'
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EPA Home > Suoerfund > Health & Safety > Risk Assessment > Tools of the Trade > Soil Screening Guidance for Chemicals
Soil Screening Guidance for Chemicals
Equation Values for Ingestion
NoncarcinogenicParameter
Value Carcinogenic Age-adjustedParameter
Value Carcinogenic NonadjustedParameter Value
Target Hazard Quotient(unitless)Body Weight (kg)
Exposure Duration (yr)
Exposure Frequency (day/yr)Intake Rate (mg/day)
1
70
25
97.52
Target Risk (unitless)
Adult Body Weight (kg)
Child Body Weight (kg)Adult Exposure Duration (yr)
Child Exposure Duration (yr)Exposure Frequency (day/yr)Adult Intake Rate (mg/day)
Child Intake Rate (mg/day)Average Lifetime (yr)
Age-adjusted Ingestion Factor (mg-yr/kg-day)
1.0E-5
70025097.520
70
Target Risk (unitless)
Body Weight (kg)
Exposure Duration (yr)
Exposure Frequency (day/yr)Intake Rate (mg/day)
Average Lifetime (yr)
1.0E-570
25
97.52
70
Soil Screening Levels for Ingestion (mg/kg)
Analyte
Aroclor 1254
Arsenic, Inorganic
Benzene
Benzo[a]pyrene
Cas Number
11097691
7440382
71432
50328
RfD
2.00E-05a
3.00E-04a
4.00E-03
OralSlopeFactor
2.00E+00Q
1.50E+OOa
5.50E-02a
Noncarcinogenic
2.62E+03
3.93E+04
5.24E+05
Carcinogenic Carcinogenic(Age-adjusted) (Nonadjusted)
1.83E+03
2.45E+03
6.67E+04
5.03E+02
ile://C:\DOCUME~l\dmh\LOCALS~l\Temp\ONZXFAXA.htm 10/28/200:
/ : »< ) ( • 00°Ctonol. p-Dihnn/ofurnn
Nnphthnlnno
1004 4!>
01703
.'.OOP o:>4 001. 03
?.QOI: 02
0 : > ! > ! • 0!>
!. 241 tO!i
2 G 2 I «OG
Equation Values for Inhalation of Fugitive Dust
Participate Emission Factor Parameter Value
Surface Aron (acres)
City (cllmalo /onn)
QIC (g/m'-B per kg/m1)
I motion of voijotativu cuvor (unltlimH)
Moan annual windspeod (m/s)
Lqulvalont threshold value ofwindspeed at fm (m/s)
Function dopondont on UnrAJ| (unillosB)
Noncarclnogenlc Parameter Value Carcinogenic Parameter Value
01) Inryot Ma/itrci (Juolinnl
Chlcayo(VII) Txposurn Duration (yr)
9A/8 Exposure Frequoncy ((iay/yr)
O S
465
11 32
0.182
1 Imgiit Hir.k (unillons) 101
2b I xposuru Duration (yr) 25
975 I xpunuro I roquency (day/yr) 9A . f>
Avorngo I Kotlmo (yr) IV
Soil Screening Levels for Inhalation of Fugitive Dust (mg/kg)
Analyte
Aroclor 1254
Arsenic, Inorganic
Oon/ono
Benzo[a]pyrone
Crosol, p-Dlbenzofuran
Naphthalene
Cat Number
11097691
7440382
71432
50328106445
132649
91203
InhalationRfC
3.00E 02 u
3.00E-03*
InhalationUnitRisk
5.7E-04 g
4.3E-0311
7. BE -06"
PartlculateEmlislon
Factor
1.f.5C4Q9
1 55E^09
1.55E+091.55EI»09
1 55E+09
1.55E+09
1.55E+09
Noncarclnogonlc
1.74f-«08
1.74E+07
Equation Values for Inhalation of Volatiles
ile://C:\DOCUME~l\dmh\LOCALS~l\Temp\ONZX^ XA.htm /
Carcinogenic
2.04E+05
3.78E+04
2.08E+07
10/28/200!!
Page 3 of-
Volatilization FactorParameter
Surface Area (acres)
City (climate zone)
QIC (g/m2-s perkg/m3)
Fraction organic carbon(unitless)
Dry soil bulk density(g/cm3)
Soil particle density(g/cm3)
Water-filled soil porosity
C-wateAsotl)
Exposure interval (s)
Value
0.5
Chicago(VII)
97.78
0.02
1 ft7I .D/
2.74
O Oft.ZD
9.5e08
Soil SaturationConcentrationParameter
Fraction organic carbon(unitless)
Dry soil bulk density(g/cm3)Soil particle density(g/cm3)Water-filled soil porosityC-wateAso«)
v I NoncarcinogenicParameter
Target Hazard Quotient(unitless)
Exposure Duration (yr)
Exposure Frequency(day/yr)
0.02
1 R7I .O/
2.74
O Ofi.^o
., . Carcinogenic ., ,Value para__.gr Value
1 Target Risk (unitless) ^OE~O
_K Exposure Duration „25 (yr) 25
Q7 ,. Exposure Frequency Q97'5 (day/yr) 97'5
Average Lifetime (yr) 70
Soil Screening Levels for Inhalation of Volatiles (mg/kg)
Analyte Cas Number '"halation Unjt Volatilization saturation Noncarcinogenic CarcinogenicRfC Risk Factor Concentration
Aroclor1254 11097691
Arsenic, Inorganic 7440382
Benzene 71432
Benzo[a]pyrene 50328Cresol.p- 106445Dibenzofuran 132649
Naphthalene 91203
5.7E-04U
4.3E-03a
3.0E-02fl 7.8E-06a
3.0E-03 a
4.2E+06
2.0E+04
3.6E+073.2E+05
4.3E+05
2.3E+02
2.4E+03
3.8E+046.9E-«-02
7.6E+02
2.2E+03 2.6E+02
4.9E+03
This site is maintained and operated through a cooperative agreement between the EPA Office of Superfund and Oak Ridge NationalLaboratory. For questions or comments please contact the Office of Superfund.
ile://C:\DOCUME~l\dmh\LOCALS~l\Temp\ONZXFAXA.htm 10/28/200:
UjWLH llmuii I uiuiniluuU Mums I UIL^tUlll Muuiu
1 J'Alilimn I 1 ' i l w m . y unit-'.m inl ly {Jiillm | t.imJilU Un
I ail upitalad on MoMilHy. I oliiuaiy l/lli, W(Y.\111(1 lillp //ink lail tiinl U'iv/cu
<1 of.
ile://C:\DOCUME~l\dmh\LOCALS~l\Temp\ONZXB'^A.htm t 10/28/200]* . > i I
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EPA Home > Suoerfund > Health A Safety > Risk Assessment > Tools of the Trade > Soil Screening Guidance for Chemicals
Soil Screening Guidance for Chemicals
Equation Values for Ingestion
(AS, Environmental Protection Agency
NoncarcinogenicParameter
V lu Carcinogenic Age-adjustedParameter
Value Carcinogenic NonadjustedParameter
Target Hazard Quotient ..(unitless)
Body Weight (kg) 70
Exposure Duration (yr) 1
Exposure Frequency (day/yr) 60
Intake Rate (mg/day) 200
Target Risk (unitless)
Adult Body Weight (kg)
Child Body Weight (kg)
Adult Exposure Duration (yr)
Child Exposure Duration (yr)
Exposure Frequency (day/yr)
Adult Intake Rate (mg/day)
Child Intake Rate (mg/day)
Average Lifetime (yr)
Age-adjusted Ingestion Factor (mg-yr/kg-day)
1 .OE-5 Target Risk (unitless)
7001060200
0
70
Body Weight (kg)
Exposure Duration (yr)
Exposure Frequency (day/yr)
Intake Rate (mg/day)
Average Lifetime (yr)
Value
1.0E-570
1
60
200
70
Soil Screening Levels for Ingestion (mg/kg)
Analyte
Aroclor 1254
Arsenic, Inorganic
Benzene
Benzo[a]pyrene
Cas Number
11097691
7440382
71432
50328
OralRfD
2.00E-05a
3.00E-04*
4.00E-03
OralSlopeFactor
2.00E+OOa
1.50E+OOa
5.50E-02a
Noncarcinogenic
4.26E+01
6.39E+02
8.52E+03
Carcinogenic Carcinogenic(Age-adjusted) (Nonadjusted)
7.45E+02
9.94E+02
2.71E+04
2.04E+02
ile://C:\DOCUME~ l\dmh\LOC ALS~ l\Temp\7HX4GUN 1 .htm 10/28/200.'
Dibon/olumn
Nitphthnlnno
1()G44!>
132G4Q
01?03
!• 00! 03 *»
400I 031 0(51 •• 04
0!i^l «03
4 7GI.«04
Equation Values for Inhalation of Fugitive Oust
Smfnon Amn (ncros)
(My (climnto /ono)
(J/C (g/rn' s pnr kg/m3)
f rnclJon of vo(jnlnlivo covor
Moon annual wlndspeod (rn/s)
Lquivnlont throshold value ofwlndapned nt 7m (rii/s)
(Unction dopondont on U^^U, (umlloss)
Partlculato Emission Factor Pnram«t»r Valuo Noncarclnogenlc Parametor Value Carclnogonlc Parameter Value
0 !> liirgal Hii/iirJ Quutiiiril (u/iilluss) 1
(.%hi<:ii(;o(VII) Txposufo Dutiition (yr) 1
9/7B Lxposurii I riKjuoncy (duy/yr) GO
Q'J
465
11.32
0.182
liiijjot Kink (unitlooB) 1 Ol
I xpoiiurn l.luNilioM (yr) 1
I xpuiiurn I roquoncy (day/yr) GO
Avnrnyu I Ifotimo (yr) /O
Soil Screening Levels for Inhalation of Fugitive Dust (mg/kg)
Analyte
Aroclor 1254
Arsenic. Inorganic
Uonzono
nen/o[n]pyreneCresol.p-
Dibenzofuran
Naphthalene
Ca» Number
11097601
7440382
71432
50328
106445132649
91203
InhalationRfC
3.00E -02 u
3.00E-03a
InhalationUnitRisk
5.7E-04"
4.3E-03U
78E-06 t t
PartlculateEmission
Factor
1.55F.»09
1.5'JC»09
1.r)5Ct09
1.55E1+09
1.55E>09
1 55E+09
1.55E+09
Noncarclnogenlc
2.83l.:«08
2.83E+07
Carcinogenic
1.10E + 07
1.54E*00
8.46E+08
Equation Values for Inhalation of Volatiles
ile://C:\DOCUME~l\dmh\LOCALS~l\Temp\7HX4f Nl.htm / 10/28/200![ I
c Page 3 of-
Volatilization Factor ValueParameter
Soil SaturationConcentrationParameter
... NoncarcinogenicValue Parameter
Value Carcino9en'cvalue Parameter Value
Surface Area (acres)
City (climate zone)
QIC (g/m2-s per kg/m3)
Fraction organic carbon(unitless)Dry soil bulk density(g/cm3)Soil particle density(g/cm3)Water-filled soil porosityC-wateAsoll)
Exposure interval (s)
0.5
Chicago(VII)
97.78
0.02
1.67
2.74
0.26
9.5e08
Fraction organic carbon(unitless)Dry soil bulk density(g/cm3)Soil particle density(g/cm3)Water-filled soil porosityO-wateAsoll)
0.02
1.67
2.74
0.26
Target Hazard Quotient(unitless)
Exposure Duration (yr)
Exposure Frequency(day/yr)
1
1
60
1.0E-Target Risk (unitless)\j
Exposure Duration(yr) 1
Exposure Frequency „_(day/yr) 60
Average Lifetime (yr) 70
Soil Screening Levels for Inhalation of Volatiles (mg/kg)
Analyte
Aroclor1254
Arsenic, Inorganic
BenzeneBenzo[a]pyreneCresol, p-DibenzofuranNaphthalene
Cas Number
11097691
7440382
71432
50328106445132649
91203
Inhalation lnh|a.la.t;on
_._ UnitRfC Risk
5.7E-04 u
4.3E-03 a
3.0E-02fl 7.8E-06*
3.0E-03 fl
VolatilizationFactor
4.2E+06
2.0E+04
3.6E+073.2E+05
4.3E+05
SoilSaturation
Concentration
2.3E+02
2.4E+03
3.8E+046.9E+02
Noncarcinogenic Carcinogenic
3.1E+04
3.6E+03 1.1E+04
7.9E+03
This site is maintained and operated through a cooperative agreement between the EPA Office ofSuperfund and Oak Ridge NationalLaboratory. For questions or comments please contact the Office of Superfund.
ile://C:\DOCUME~ l\dmh\LOC ALS~ l\TempY7HX4GUN 1 .htm 10/28/200:
ULiWLK I lulliu I aiuiailUUillluilUl I Uil^mil lluiiin
I'A lUUUtt | I ' l l um.y 'Ill'l V» mlly H^llyc |
I anl updalBit on Mixxtay. I alidimy Will. 'J<M.\I I K I lillp //link lid (Hill Udv/cyl l>lii/a|>a/aal? cy!
ile://C:\DOCUME~l\dmh\LOCALS~l\Temp\7HX4Gt,.l.htm v 10/28/200:
Commercial/Industrial Vapor Intrusion Model
, . - _ . ,^i_ ^ _ * 1 . ' - - . _ - • " i ; _ . _ - • ?*...»;,. , - , . , : - . , -
',a ^^S-^i.-^^jjyfev^/Vjii^i-; _j.:_g^j:._.^.^--i;,l,jj^i;;V^i.q-;j. ..ij-^vJ.V , ' •" --, - • ' '! \'.','' "7 :^ i ; ' ' '- -(l ' .'• = ' • - • • - . , » , • S-M"''-'ij •" •" '^*i-J-' .'J,
.'^•^V/.^ •',; ^^^^^^r^^ ; ;.;U^*3?.Vv^'?^ ;X- .':' -;7" V ;' ' '-^.- »'•:; >.:"•*'*--*4^ ?.-V -' '\ ' '
Groundwater Industrial Benzene25 years at 219 days per year
^•'fJS'-''- • ' - ' ' " • > " , " " ^ " - ' . " - ' : '""'1; : - ~ " " " ; . " . ,
.:%* '{ ; T-^^^^^^ ^
.--/.;: iri^-^-^O' . ? ..';,• • • - . ' ''^^^^'^^Cv^'-^^f^^-.''^-.:: '.-;:,' ;'•: : yy,i£- 'f -; :r;r -: v:'?;^rt^:^f 'Aj:K>S;: -.• - -^^: •®;'?
- «;}>ss>j:''l;r. • • -v .j- .,.-•-,';>:*i'.:: • • , - ' • • ' • > / -;;rf:;nv«fe \ ' ; : - - - '• ' -•/ i.:;-:.'..:.-
MORE
cDATA ENTRY SHEET
CALCULATE RISK-BASED GROUNDWATER CONCENTRATION (enter "X" in "YES" box)
YES I * I
ORCALCULATE INCREMENTAL RISKS FROM ACTUAL GROUNDWATER CONCENTRATION (enter "X" in "YES" box and initial groundwater cone, below)
YES I I
ENTER ENTERInitial
Chemical groundwaterCAS No. cone.,
(numbers only, Cw
no dashes) Qig/L) Chemical
71432 2.40E+03 Benzene
ENTER
Averagesoil/
groundwatertemperature.
Ts
fC)
ENTERDepth
below gradeto bottom
of enclosedspace floor.
LF
(cm)
ENTER
Depthbelow grade
to water table,
LWT
(cm)
10 I 15 | 169
ENTER ENTER ENTERTotals must add up to value of LWT (cell G28)
Thicknessof soil
stratum A,
h.
(cm)
Thicknessof soil
stratum B.(Enter value or 0)
ha
(cm)
Thicknessof soil
stratum C.(Enter value or 0)
he
(cm)
169 I 0 0
ENTER
Soilstratum
directly abovewater table.
(Enter A, B, or C)
ENTER
scssoil type
directly above
water table
A I s
ENTERSoH
stratum ASCS
soil type(used to estimate OR
soil vapor
permeability)
ENTER
User-definedstratum Asoil vapor
permeability,
k.
(cm2)
s I I
ENTERStratum A
SCSsoil type
Lookup SolParameter!
ENTERStratum Asoil dry
bulk density,
Pb*
(g/cm5)
ENTERStratum Asol totalporosity,
n*
(unit less)
ENTERStratum A
soil water-fUleeporosity.
8.*
(cm'/cm!)
ENTERStratum B
SCSsoil type
Lookup SolParometen
ENTERStratum Bsoil dry
bulk density.
Pb"
(g/cm3)
ENTERStratum Bsoil totalporosity,
n"
(unitless)
ENTERStratum B
soil water-filledporosity,
e."(cm'/cm3)
ENTERStratum C
SCS•oil type
Lookup SolParameter!
ENTERStratum Csoil dry
bulk density,
ft"(g/cm3)
ENTERStratum Csoil totalporosity.
nc
(unitless)
ENTERStratum C
soH water-filledporosity.
a."(cm'/cm3)
1.67 0.390 0.26 1.66 0.375 0.054 1.66 0.375 0.054
ENTEREnclosed
spacefloor
thickness.
U™*
(cm)
ENTER
Soil-bldg.pressure
differential.AP
(g/cmV)
ENTEREnclosed
spacefloor
length.
La
(cm)
ENTEREnclosed
spacefloor
width,
W9
(cm)
ENTER
Enclosedspaceheight
HB
(cm)
ENTER
Floor-wallseam crack
width,w
(cm)
ENTER
Indoorair exchange
rate.ER
d/h) "
ENTERAverage vapor
flow rate into bldg.OR
Leave blank to calculate
OB,
(L/m)
9638 I 9638 I 366 0.1 1.5
ENTERAveragingtime for
carcinogens.ATC
(yrs)
ENTERAveraging
time fornoncarcinogens.
AT*;
(Yrs)
ENTER
Exposureduration,
ED
(yrs)
ENTER
Exposurefrequency.
EF(days/yr)
ENTERTargetrisk for
carcinogens.TR
(unitless)
ENTERTarget hazard
quotient fornon carcinogens.
THQ(unitless)
70 | 25 I 25 | 219 10E-05 I 1
Used to calculate risk-basedgroundwater concentration.
P \13M9\015\Rilk Updote\USEPA Submttrfcoimint responselGW Ind Bonz 219 dayi 25 yrj Us 2of7
DAI At N IKY SI It I 1
Monty's Hnnry'n I nthalpy ofInw constant law cnnnlant vnporl/nllon nt Nontifil
niffunlvlly DlffuHlvlly nl rotoroncn riifnrnncn Ihn nnrmnl foolllnuIn nil. In wnlor, tnmpornluro, toinpnnilurn. boiling point, point.
I). Uw H Tl( AH,,, I,,(ulrn-fn'/inol) ("C) (cnl/mol) ("K)(crn'-/M) (crn'/B)
BHOL-O? | 080E-06 5.54E-03 \ 7,342 V>1 24
Organiccarbon
Critical pmtltlcmIntnpornlura. coofflclent,
I,; «.„("K) («:m'/u)
I 'urncunipnnnnt
wnlornoluhlllty.
S("ig/l )
Unitlink
fndor,UUI
()'U/"'V
Kofoicint:«icone,HfC
16 fi.B9L»01 | 17HI.«U3 | 7 BE PC | O.OE>00
PA13\49\015\Risk Updale\USEPA Submitlalteommenl re8ponse\a'' 'nd Beru 219 days 25 yra.xla) of 7
*\
DATA ENTRY SHEET
duration,
T
(sec)
1 7.88E+08
Bldg.ventilation
rate,
Obi**,
(cm'/s)
I 1.42E+07
Convectionpath
length,
Lp(cm)
I 15
I END
Source-
separation,
LT(cm)
I 154
Area ofenclosed
spacebelowgrade,
Ae(cm2)
I 9.35E+07
Sourcevaporcone.,
CIOUTC*
(ug/m3)
I 1.15E+02
]
Stratum Asoil
air-filledporosity,
8.*(cm'/cm3)
0.130
Crack-to-totalarearatio,
1(unitless)
4.12E-05
Crackradius,
fa**(cm)
0.10
Stratum Bsoil
2ir-fi!!9dporosity,
e.B
(cm'/cm3)
I 0.321 I
Crackdepthbelowgrade,
Z0«*
(cm)
I 15 I
Averagevapor
flow rateinto bldg.,
Q.O,(cm'/s)
I 2.37E+02 I
Stratum Csoil
porosity,
e.c
(cm'/cm1)
0.321
Enthalpy ofvaporization at
ave. groundwatertemperature,
AH¥js
(cal/mol)
8,122
Crackeffectivediffusion
coefficient,
D""*
(cm2/s)
6.55E-04
Stratum Aeffective
saturation,
s»(cm3/cm3)
0.614 |
Henry's lawconstant at
ave. groundwatertemperature,
HTS(atm-m3/mol)
2.68E-03 |
Area ofcrack.
AC,,*
(cm2)
3.86E+03 I
Stratum Asoil
permeability,
k,(cm2)
9.92E-08
Henry's lawconstant at
ave. groundwatertemperature,
H'TS(unitless)
1.15E-01
Exponent ofequivalentfoundation
Padatnumber,
exp(Pe')
(unitless)
#NUMI
Stratum Asoil
rslativs Si,-permeability,
k.(cm')
I 0.246
Vaporviscosity at
ave. soiltemperature,
(ITS(g/cm-s)
] 1.75E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
I 1 .05E-05
Stratum Asoil
ancCliVu Vd^JUl
permeability,
k.(cm2)
2.44E-08
StratumA
effectivediffusion
coefficient,
D-\(cm2/s)
6.55E-04
Infinitesourcebldg.
cone.,
CbuHnp
(ug/m3)
1.21E-03
Thickness ofcapillary
zone,
La
(cm)
17.05
StratumB
effectivediffusion
coefficient,
D-%(cm2/s)
O.OOE+00
Unitrisk
factor.
URF
(ug/m3)-1
7.8E-06
Totalporosity inCapilidfy
zone,
na
(cm3/cm3)
0.39 1
StratumC
effectivediffusion
coefficient,
D*c(cm2/s)
O.OOE-tOO |
Referencecone.,
RfC
(mg/m3)
NA I
Air-filledporosity incd pi nary
zone,
8..=(cm3/cm3)
0.137
Capillaryzone
effectivediffusion
coefficient,
D"V,(cm2/s)
7.73E-04
Water-filledporosity Incapinary
zone,
e..a(cm3/cm3)
0.253
Totaloverall
effectivediffusion
coefficient,
D'"T(cm2/s)
6.66E-04
Floor-wall
seamperimeter,
x««.(cm)
I 38,552
Diffusionpath
length,
U
(cm)
I 154
P:\13W9\015\Rlsk Updal«\USEPA SubmtttaAoommant reefXKTwUGW hd B«nz 218 days 25 yra.nl> 4 of 7
DATA I N1HY SHI I 1
KISK HASt.n GHOUNOWATI H CONCI NJHAIION CAI CUI AIIONS INCKI Ml NIAl UISK CAI CUl AIIONS:
I
Indoorexposure
groundwatercone.,
carcinogen(MO'L)
4 o.ip * nn
IndoorAxpodure
groundwatorcone.,
noncnrclnogon(MO/L)
1 NA 1
UlNk basedIndoor
oxpoBuragioundwatar
cone.,(l'0/l )
4 'HI «03
I'urncomponent
water
solubility,S
(MO/t )
| 1 /Of «0(1 I
1 InnlIndoor
nxposuroUioundwnter
cone ,
(MO/I )
Incfnmtinliillink from
vaporIntrusion toIndoor nlr.cnrclnogon(llllltlHBS)
| NA
1 la/nrd<]uotlont
from vaporIntrusion toIndoor nlr,
noncnrclnogen(unltless)
1 NA |
Mir.'.AC.I AND I UKOK'.MMMAKY MM'>W (I) ' ) N f > l li.'il M I ' . U I I : ; II I MI-'.OU:; AKI I ' M I ' . I N I )Ml SSAC'.l I ho valutin of C-tourcn ,iml Cbulldlng on tho IN 11 UCAI ( ' . • ' > wntk-ihniil nro IIIIHIM! on unity and do not Mtpnmnnl ndual valuon
P:\13\49\015\Risk Update\USEPA SubmKtal\comment rosponse\G/ I Benz 219 days 25 yrs.xl^ Of 7
VLOOKUP TABLES
SCS Soil TypecCLLISsscSCLSISICSICLSILSU
Soil Properties Lookup Table Bulk DensityK.(cm/h) n,(1/cm) N (unftless) M (uniHess) n (em'tari') e, (cm'/cm1) Mean Grain Diameter (cm) (O/cm1) fl.fanVon1) SCS Soil Name
0.610.340.50438
26.780.470.551.820.400.460761.60
0.014960.01 5810.011120.034750035240033420.021090.008580016220008390.005060.02667
1.2531.4161.4721.7483.1771.2081.3301.6791.3211.5211.6631.449
0.201907UJ80.32070.4273068520.17220.2481040440.24300.34250.398703099
0.4590.4420.39903900.3750.3850.3840.4890.4810.48204390.387
0.0980.07S00810.0490.0530.1170.06300500.1110.0900.0850.039
0.0092o.oi e0.0200.0400.0440.0250.029
0.00460.00390.00580.0110.030
1.431.481.591.621.661.831.631.35t.381.371.491.62
0215 Clay0.165 Clay LcsfT!0148 Loam0.076 Loamy Sand0054 Sand0197 Sandy Clay0146 Sandy Clay Loam0.167 Sill0.216 Sffly Clay0.198 Silty Clay Loam0.1 80 Silt Loam0.1 03 Sandy Loam
Organiccarbonpartition
coefficient.K«
CAS No Chemfcal (cm'/g)
56235 Carbon letrachlcrlda57749 Chlordane58899 gamma-HCH (Undane)60297 Ethyl ether60571 Dwkfrin87841 Acetone67663 Chloroform67721 Hexachkroethane71432 Benzene71556 1.1,1-Trichkrotlhana72435 Memoxychlor72559 DOE74839 Mathyl bromid*74873 Methyl chloride (cfiloromemane)74908 Hydrogen cyanide74953 Methylena bromide75003 Chloroemane (ethyl chloride)75014 Vinyl chloride (chkxoethena)75058 Aoelonilrile75070 Acataldehyde75092 Methylene chloride751 50 Carbon dnulfid*75218 Efhylerw oxide75252 Bromoform75274 Bromodichloromalhane75296 2-Chloropropane75343 1.1-Dichloroethane75354 M-ORhbroeHiylane75456 Chkrodifkjcromethane75694 Trichlorofluoramethane75718 Dichlorodmuoromethane78131 1.1,2-Trichloro-1.2.2-frifluoToerhf76448 Heptachlor77474 Hexachbrocyclopentadiene78831 Isobutanol78875 1.2-Oichloropropane78933 MettiyMhykalane(2-buianone)79005 1.1.2-Trichloroelhane79018Trichloroathylene79209 Mathyl acetate79345 1.1.2.2-Telrachloroalhane79469 2-Nitropropane80626 Memytnethecrylale83329 Acenaphthene86737 FkJorene87683 HaxachkTo-1.3-butadiene88722 o-Nitrotoluene
1.74E*02120E*051.07E*03573E*002.14E+045.75E-013.98E*011.78E»035896*011.106*029776*044.476*081056*01212E*003806*001.26E+01440E*001.866*014.206*001086*001.17E*014.57E*011.336*008.716*015.506*01914E*003166*015.89E*014.79E*014.97E*024.576*021.11E*041.416*062.00E*052.596*00437E*012306*005.01 E*011.666*023.266*009336*011.17E*016986*007.08E»031.386*045.37E*043246*02
OWinivityin air,
D.(cm'/s)
7.80E-021.18E-021.426-027.826-021.25E-021.246-011.046-012.506-038.806-027.806-021.586-021.446-027.286-021.28E-011.936-014.306-022.71 E-011.06E-011.28E-011.24E-011.01 E-011.046-011.046-011.496-022.086-028.8SE-027.42E-029.00E-021.01E-018.70E-026.65E-027.80E-021.12E-021.61E-02B.60E-027.82E-028.06E-027.806-027.90E-021.04E-017.10E-029.23E-027.70E-024.216-023.63E-025.61 E-025.87E-02
Chemical Properties Lookup TablePure Henry's Henry's
component law constant law constant3trfcjsMty water Henry's at reference referencein water. solubility, law constant temperature, temperature,
0, S H1 H TR
(cm!/s) (mg/L) (unittess) (atm-m'/mol) (°C)
8.806-084.376-067.346-068.616-064.74E-081.146-O51.006-056.806-089.80E-088.80E-084.46E-085.B7E-061.216-056.506-082.106-058.446-081.156-051.236-051.666-051.416451.176-051.006-051.456-051.03E-051.06E-051.01 E-051.05E-051.04E-051.28E-059.706-089.92E-068.206-085896-087.21 E-089.30E-068.736-069.806-068.806-069.106-081.006-057.906-081.01E-058606-067696-067.88E-066.16E-068.67E-08
7.936*025606-027.306*005.68E*041. 956-011.00E*087.92E*035.00E*011.796*031.33E*031.00E-011.206-011.52E*045.33E*031.006*081.196*045.686*038.80E*031.00E»081.006*081 306*041.19E*033.04E*053.10E*036746*033.73E*035.066*032.256*032.006*001.106*032.806*021.70E*021806-011.806*008.506*042.806*032.236*054.426*031.476*032006*032.966*031.706*041.506*043.576*001.986*003.20E*006.506*02
1.246*001 .996-035.73E-041.35E*00e.iee-041.596-031.506-011.59E-012276-017.036-016.466-048596-042556-013.81 E-01544E-033.526-023.61 E-011.10E*001.42E-03323E-038.966-021.24E*002. 27 E-022.41 E-026.ME-025936-01230E-011.07E*001 10E*003.976*001.406*011.976*018.056*011.106*004.83E-041.15E-012 29E-033736-024.216-014.84E-031.41 E-02503E-031.38E-026.34E-O32606-033336-015.116-04
3.03E-024.85E-051.40E-053.286-02(.516-053.87E-053.666-033.886-035.546-031.726-021.586-052.096-056.226-038.806-031.336-048.596-048.806-032.696-023.45E-057.87E-052.1 86-033.02E-025.54E-045886-041.60E-031.456-025.816-032606-022706-029686-023.42E-014.80E-011.486*002.696-021.186-052796-035.58E-05911E-041.03E-021.186-043.44E-04123E-043.36E-041.556-046.34E-058.13E-031.256-05
2525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
Enthalpy ofNormal vaporization atboiling Critical the normalpoint, temperature, boiling point,
Ta Tc AH,,
(°K) <°K) (cal/mol)
349.90824.24596.55307.50813.3232920334.32458.0035324347.24651.02636.44276.71249.00299.00370.00285.3025925354.802931031300319.00283.60422.35383.1530870330.55304.75232402967024320320706036951215381.04369.52352.5038615360.36329804196039320373.5055054570.444861549500
556.80885.73839.36486.74842.25508.10538.40695.00562.16545.00848.49860.38467.00418.25456.7058300460.40432.00545.5046600510.00552.00469.00696.00585.85485.00523.00576.05389.30471.0038495487.3084631746.00547.78572.0053878602.00544.20506.70681 15594.00587.00803.15870.0073800720.00
7.12714.00015.0006,338
17,0008,9556,9839,5107,3427,138
16,00015,0005,7145,1156,6767.8685,8795,2507,1108,1576,7068,3916.1049,4787,8006,2868.8956,2474,8365.9999,4216,463
13,00010.93110.9367.5907.4818.3227,5057,2608.9968,3838,975
12,15512,68610.20812.239
Unitrisk Reference
factor. cone., URFUFF RfC extrapolated
(Mfl/mV (mg/m1) (X)
1.56-05106-043.7E-04
O.OE*0048E-030.06*002.36-054.06-087.86-08
O.OE*OO006*009.76-050.06*001.06-06
006*OO0.06 *OO8.36-07886-08O.OE*0022E-064.7E-07006*001.0E-041.1E-081.86-050.06*000.06*000.06*000.06*00O.OE*000.06*00006*001.36-03
O.OE*000.06*001.96-050.06*00166-051.16-040.06*00586-052.76-03006*000.06*000.06*00226-050.06*00
0.06*007.06-041.16-03 X7.06-0118E-043.56-010.06*003.5E-03
O.OE*002.2E*001.8E-020.06*00 X5.06-039.06-023.0E-O33.56-02106*01 X106-018.06-029.06-033.06*00706-010.06+007.0E-027.06-02 X1.06-015.06-012.0E-015.06*017.0E-0120E-01306*01186-032.06-041 16*0040E-03 X1.06*0014 E-024.06-02 X3.5E*0021E-012.0E-027.0E-012.1 E-011.46-017.06-04356-02
RfCextrapolated
(X)
XXXX
X
X
X
XX
X
X
X
XX
XXXX
B3A74B&47H n
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ftAOBO Ml 0i«rllwtl*M
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10O4I4
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101HA1 n HivyilOT'*104A1A n
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iM |*r)iyt»i*» Jri
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10AM1 InkiOT.10A007 ChbvntwnMflciloonoi I ChlraotaOronnna i>»nI I (Ml 1 1. 1.,..
111444 Hal 2 <ihb»n»tt>v<)<lh*<1167S71tn/41 l
17OA71 1.7.4'lnr*ilnntMnrOT«
171710 (jnlno.lUhyH. (7 hufent!)1244*1
17WXM177 IA4
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7 on-*ooi ML.077 not. .01i in-.oinin'..047001 .01
l mt-ai1 171.071 3JLIU3 I3t0l
7 77LO7I MM- O77 63LO1
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1 071 O71 111 077 Ml 017 114 017 4 1 1 O47 Ml O71 771 04ur/LiM1 OH O4> ll» IM1 Ml O47 171 0)IM1/I 011 CPU 01AB7I Olin« 01ma 07A UN 01
l nm «ooi AOI oni 171 on1 VI 011 471 01i or* m7 All O474» 041 70F 071 A4F 07i im OAi 7« on1 101 (V1 Ml O44071 01u mi o.ii in 04B44I OA
1 71* O4i mi on1001 011 /7I 077411 01n7U 041 0/1 07
7»713«7K717"71717I>707&7n7A7n7»387I>3f>38787fl71787»7fl7117A3636767676
7176367676767676767676767676767676
7f.7A767A7676Itl76367A•/n76
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8 170n7.ii7H41
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nn;7An14177
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ni« .nooil. .ono im. .00« ;i 04
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on .00o r*. .00OCA .00
01*. *OUl II onout .004« 04001 >OO0(» >OO014 «OOO(* .00nu .007 71 O47IH 04
OC1 .00J 1* 06AM OAOIH <OO0 C» .00001 .00014 .001) 01 *(X)
on .00OOf *OOocu .00OOt "00OOf >OO1 11 04
001 .004 W O4001 '0064F 0474f 06001 .OO001 .00lor on
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X
X
XX
XX
Groundwater Industrial Naphthalene25 years at 219 days per year
/---•«** -
*w>•#?>•
- _ • . ' *. r-l'-. ' . ... • , . .
Kllilll -* '" • -. ' ''"'"S-ftW^il^W---^ ""
•'^^^•f-^'^'^f^- ..^sfejf?-^'^-:" -^'V' :;;':'T* ||S^ iitfei• /;iS^^^vHS I *: fc--
^^^^^^^-^^^^(^i^^^^'v^^' ":';'•''O"^"^--^^*!^^*-,^1'-^' .:';.>.;^%'vV;^S---'E^4^;.^«i:'-;.?^ =. ;;.
4jffifefe'^^ ''•? >.r '•«^"^^4Jfei #;iSr»*• .x/Sj-Vir-fr.* -:,?'te^.-.:-s-)?i'V^-^''^.'*il«;''-'•"•'- -':•-<*,lC>|l*yi*Jfcfe^:wW^ -;iMS ¥ "V
•.;,*--:,-L,;;:;)-' ; '- •-.. i- -^.^:.i".f*r•^fc>^PSfaW*SH¥«*H--,^:^-»w.->igr-.t^lK',»r;,?^rTr-^ 1'TlFi" ,1*??,™..•>*>»"£•,<. *?'. >'"• " - . • • •
::• •'!&': '•• • ;.' ' *>#•: -^¥Sf ^^«^^^&' ^ |p^*^«'i :-- •
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;?«*•-?":: v':^ ;:;; :xfftK|pp'; ; ;-r • ;i -' : v,r'. - "?*e'^ ::" - "-vf !--'*^/5«-,--;••• • ••-
MORE
MORE
*
DATA ENTRY SHEET
CALCULATE RISK-BASED GROUNDWATER CONCENTRATION (enter "X" in "YES" box)
YES I * IOR
CALCULATE INCREMENTAL RISKS FROM ACTUAL GROUNDWATER CONCENTRATION (enter 'X' In "YES" box and initial groundwater cone below)
YES I I
ENTER ENTERInitial
Chemical groundwaterCAS No. cone.,
(numbers only, Cw
no dashes) Qig/L) Chemical
91203 2.40E+03 Naphthalene
ENTER
Averagesoil/
groundwatertemperature,
T5
ENTERDepth
below gradeto bottom
of enclosedspace floor.
LF
(cm)
ENTER
Depthbelow grade
to water table.
(cm)
10 I 15 | 169
ENTER ENTER ENTERTotals must add up to value of LWT (cell G28)
Thicknessof soil
stratum A,
h,
(cm)
Thicknessof soil
stratum B,(Enter value or 0)
(cm)
Thicknessof soil
stratum C,(Enter value or 0)
he
(cm)
169 I 0 0
ENTER
Soilstratum
directly abovewater table,
(Enter A. B, orC)
ENTER
SCSsoil type
directly above
water table
A S
ENTERSoil
stratum ASCS
soil type(used to estimate OR
soil vapor
permeability)
ENTER
User-definedstratum Asoil vapor
permeability,
(cm2)
S I I
ENTERStratum A
SCSsoil type
L«*n>Soi IParstmlen I
ENTERStratum Asoil dry
bulk density.
P.*(g/cm5)
ENTERStratum Asoil totalporosity.
nA
(unKless)
ENTERStratum A
soil water-fiDecporosity,
a.*(cm'/cm1)
ENTERStratum B
SCSsoil type
Lookup SolPnmden
ENTERStratum Bsoil dry
bulk density.
P."(g/cm3)
ENTERStratum Bsoil totalporosity,
n8
(unffiess)
ENTERStratum B
soil water-filledporosity,
0."
(cm'/cm1)
ENTERStratum C
SCSsoil type
LoobvSoiParameters
ENTERStratum Csoil dry
bulk density.
Pb"(g/crn)
ENTERStratum Csoil totalporosity.
n°
(unitless)
ENTERStratum C
soil water-filledporosity,
8.C
(cm'/cm3)
1.67 0.390 0.26 0.375 0.054 _L _L 1.66 0.375 0054
ENTEREnclosed
spacefloor
thickness.
Ua(cm)
ENTER
Soil-bldg.pressure
differential,AP
(g/cm-s2)
ENTEREnclosed
spacefloor
length.
U(cm)
ENTEREnclosed
spacefloor
width.
WB
(cm)
ENTER
Enclosedspaceheight,
Ha(cm)
ENTER
Floor-wallseam crack
width.w
(cm)
ENTER
Indoorair exchange
rate.
ER
(1/h)
ENTERAverage vapor
flow rate into bldg.OR
Leave blank to calculate
Q«,
(L/m)
10 9638 I 9638 366 0.1
ENTERAveragingtimofor
carcinogens.ATC
(vrs)
ENTERAveragingtime for
noncarcinogens.AT^c(yrs)
ENTER
Exposureduration.
ED(yrs)
ENTER
Exposurefrequency.
EF(davs/yr)
ENTERTargetrisk for
carcinogens,TR
(unitless)
ENTERTarget hazard
quotient fornoncarcinogens,
THQ{unitless)
I 70 I 25 I 25 I 219 10E-05 | 1
Used to calculate risk-basedgroundwater concentration.
PA13M9W15iRisk UpdaletUSEPA SutunrMcomnenl rnpomelGW Ind Napfi 219 days 75 yn Jdl
CHI MICAI I 'Hi*'I H i l l M I V H I I T
t Iwtty'tt t lanry'i I rtltuil|iy nf < >njmth. I 'mo
low n*i*(arit low i.-«m«trtnl vafMrilialiitM d( N'Mtttitl t art*MI i ixti|H»ftont IfrtH
OiffmlvHy I llltuvtvily n( rotMvnija m(ott*tw.o I ha run dial lioillMU ('.tdk^ll tMt'"^hM1 watai rl«k
Irt nit. in wnlat. iHmpwuluro. |t*mptMM|tjra. Iwrillny imtnl, |«tint. It»m|iam1uia. t.tnffH.Mnf. •i>4utt^Hy. h^jfrK.
t). I). H TM AM,fc I0 t, K.. ri UMI
(c.m'/tt) ^.m'/«) («»lm m'/miil) f'C) (< dl/itml) f'K) fX) (i.in'/u) [tt^fl ) (l '"*)
bUOl i nil iiM [
IIIC.
F END ; ]
3 of 7
INTERMEDIATE CALCULATIONS SHEET
Exposureduration,
T
(sec)
I 7.88E+08
Bldg.ventilation
rate,
Qwuno
(cm3/s)
oOuTCc-building
separation,
LT
(cm)
| 154
Area ofenclosed
spacebelowgrade,
AB(cm')
Stratum Aso:1.
air-filledporosity,
e/(cm3/cm3)
I 0.130
Crack-to-totalarearatio,
1(unitless)
Stratum Bso!.1
air-filledporosity,
e.B
(cm3/cm3)
1 0.321 |
Crackdepthbelowgrade,
Zo«*
(cm)
Stratum Csoil
air-filledporosity,
e.c
(cm3/cm3)
0.321 |
Enthalpy ofvaporization at
ave. groundwatertemperature.
AH,.,,
(cal/mol)
Stratum Aoffantivatotal fluidsaturation,
Su(cm3/cm3)
0.614
Henry's lawconstant at
ave. groundwatertemperature,
HTS(atm-m3/mol)
Stratum Asoil
intrinsicpermeability,
k,
(cm2)
9.92E-08
Henry's lawconstant at
ave. groundwatertemperature,
H'TS(unitless)
Stratum Asoil
relative airpermeability,
k,
(cm2)
I 0.246
Vaporviscosity at
ave. soiltemperature,
UTS(g/cm-s)
Stratum Asoil
effective vaporpermeability,
k.(cm2)
1 2.44E-08 I
StratumA
effectivediffusion
coefficient,
D*"A(cm'/s)
Thickness olcapillary
zone,|_CT
(cm)
17.05
StratumB
effectivediffusion
coefficient,
D".(cm'/s)
Totalporosity incapillary
zone,
na
(cm3/cm3)
I 0.39
StratumC
effectivediffusion
coefficient,
0*0(cm'/s)
Air-filledporosity incapillary
zone,
9.<z(cm3/cm3)
0.137 |
Capillaryzone
effectivediffusion
coefficient,
D*
(cm'/s)
Water-filled Floor-porosity in wallcapillary seam
zone, perimeter.
Bwa X^a,
(cm3/cm3) (cm)
0.253 I 38,552 I
Totaloverall
effective Diffusiondiffusion path
coefficient, length,rf iLI , Ld
(cm'/s) (cm)
1 1.42E+07
Convectionpath
length,Lp
(cm)
I 15
I END
I 9.35E+07
Sourcevaporcone.,
CICUTC*
(ug/m1)
1 6.54E+00
J
1 4.12E-05
Crackradius,
rCT«*(cm)
I 0.10
I 15 I
Averagevapor
flow rateinto bldg.,
QK*
(cm3/s)
I 2.37E+02 I
12,913 I
Crackeffectivediffusion
coefficient,D™*
(cm'/s)
5.20E-04 I
1.52E-04
Area ofcrack,
Aai*
(cm2)
3.86E+03
6.54E-03
Exponent ofequivalentfoundation
Pecletnumber,exp(Pe')
(unitless)
#NUMI
I 1.75E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
1 9.60E-06
1 5.20E-04 I
Infinitesourcebldg.
cone.,
Cwut,(ug/m3)
1 6.27E-05 I
O.OOE+00
Unitrisk
factor,
URF
(ug/m3)-1
NA
1 O.OOE+00
Referencecone.,
RfC
(mg/m3)
1 3.0E-03
5.92E-04 I 5.27E-04 | 154 I
4 of 7
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cVLOOKUP TABLES
SCS Soil Type
CULLLSSscSCLSISICSICLSILSL
Soil Properties Lookup Table Bulk DensityK.(cm/h) o,(1/cm) N (unitless) M (unitless) n (cm'/cm1) 0, (cm'/cm1) Mean Grain Diameter (cm) to/cm*) B. (cm'/cm1) SCS Soil Name
0.610.340.504.38
26780.470.551.820400.460.76160
0.014080.015810.011120.034750.035240.033420.021080006580.016220006390.005060.02667
1.2531.4161.4721.7463.1771.2081.3301.6791.3211.5211.6831448
0.20180.28380.32070.42730.68520.17220.24810.40440.24300.3425039870.3088
0.4590.4420.3990.3900375038503840.48804810.4820.4380.387
0.0980.07800610.048005301170.0830.0500.1110.0900.0650.039
0.00920.01600200.0400.0440.0250.029
0.00460.00390.00580.0110030
1.431.481.591.621.681.631.631.351.381.371.49162
0.215 Clay0.168 Clay Loam0.148 Loam0.076 Loony Sand0.054 Sand0197 Sandy Chy0.146 Sandy Clay Loam0.167 Silt0.216 Sifty Clay0.1 98 Silty Clay Loam0.1 80 SHt Loam0.103 Sandy Loam
Organiccarbonpartition
coefficient,K«
CAS No. Chemical (cm'/g)
56235 Carbon latrachlorkla57749 Chlordane58889 gamma-HCH (Lindana)60297 Ethyl ether60571 Dieldrin67641 Acetone67663 Chloroform87721 Hexachkroethane71432 Benzene71558 1,1,1-Trichloroemane72435 Mofhoxychlor72559 DDE74839 Methyl bromide74873 Methyl chloride (chlorcmethane)74906 Hydrogen cyanide74953 Methylene bromide75003 Chtoroethane (ethyl chloride)75014 Vinyl chloride (chkroathene)75058 Aoelonitrile75070 Acetaldahyde75092 Methylene chloride75150 Carbon dnulfide75218 Elhylene oxide75252 Bromoform75274 Bromodichloromethana75298 2-Chloropropane75343 1.1-Oichloroalhane75354 1.1-Oichloroathylene75458 Chkxodifluoromethana75994 Trlchlcrofluoromethane75718 Dichkrodlfluorornethane78131 1.1.2-Trfchloro-1.2.2-frifluoroeth<78448 Heptachlor77474 Hexachkrocyclopentldiene78831 Isobutanol78875 1,2-Oicrtlcropropane78933 Methylethyketone(2-butanone)79005 1.1.2-Trichloroethane78018 Trichkroethylen.79209 Methyl acetate79345 1.1.2.2-Tetrachloroatriana79469 2-NKropropane80626 Methybnethacrylate83329 Acenaphlhene86737 Fluorene87683 Hexachkro-I.Mxjtadiene88722 o-Nfrotoluene
1.74E*021.20E+OS1.07E»03573E+00214E-HJ45.75E-013.88E*011786*035.89E«011.10E+028.77E+044.47E+081.05E+012.12E+003.80E*001.26£*014.40E»001.86E*014.20E*001.08E-KX)1.17E*014.57E+011.33E+008.71 E*015.50E+018.14E*003.166*015896+014.79E+014.97E*024.57E*021.11E*04141E«082.00E-KB2596*004.37E*012306*005.01 E*011.66E*023.26E*009.336*011.17E*01698E»007.08E*031 38E*045.37E*043.24E*02
DinusMtyin air.
D.(em!/«)
7.80E-021.18E-021.42E-027.82E-021.25E-021. 246-011.04E-012.506-038.80E-027.806-021.56E-021.446-027.28E-021.26E-011 .936-014.306-022.71 E-011.08E-011.28E-011.24E-011.01 E-011.04 E-011.04 E-011.48E-022.98E-02888E-027.426-028.00E-021.01 E-018.706-026.65E-027.80E-021.12E-021.61E-028.60E-027.82E-028.08E-027.80E-027.90E-021.04E-017.10E-028.23E-027.70E-024.21 E-023636-025.61 E-025.876-02
Chemical Properties Lookup TablePure Henry's Henry's
component law constant law constantDiffusivity water Henry's at reference referencein water, solubility. law constant temperature, temperature,
D. S H' H TR
(om'/s) (mg/L) (unilless) (atm-rnVmol) (°C)
880E-08437E-067.34E-068616-064.74E-081.14E-051. 006-056.80E-089.BOE-068806-084466-085.876-061.21E-056.50E-062.106-058.44E-031.15E-051.23E-051.68E-051.41E-051.17E-051.00E-051.456-051.03E-051.06E-051.01E-051.05E-051.046-O51286-059.70E-068.92E-088.2OE-085.696-067.21 E-080306-088736-06980E-068806-068.10E-081.00E-057.906061.01E-058606-067.69E-067.886-066.166-06867E-06
7.83E*025.606 -O27.30E*005.68E*041.856-011.00E*087.926*035.00E«011.79E*031.33E«031.006-011 206-011.52E*045.33E*031.00E*081.19E*045.68E*03880E*031.00E*061.006*061 30E*041.18E*033.046*053.10E*036.74E»03373E*035.06E*032.25E*032.00E*001.10E*032.80E+021.70E*O21 806-011806*008.50E*042.80E*032.236*054.42E*031.47E*03200E*032.96E*031.70E+041.50E»043.57E*001.88E*00320E*008.50E*02
1.246*001.89E-035.73E-041.35E*006.18E-041 58E-O31.50E-01158E-012.27E-OT7.03E-016.46E-048.58E-04255E-013.61 E-015.44E-033.52E-023.61 E-011.10E*001.42E-033.23E-038.86E-021.24E*002.27E-022 41 E-026.54E-025.83E-012.30E-011.07E»001.10E*00387E*001.406*011.87E*016.056*011.10E*004.83E-041.15E-012296-033.73E-024. 21 E-014.84E-031.41 E-025.03E-031.38E-028.34E-03260E-03333E-01511E-04
3.03E-024.856-05140E-053.296-021.51E-O53.87E-053886-033.88E-035.54E-031.72E-021.586-052.09E-056.22E-038806-031336-048.59E-048.80E-032.696-023.45E-057.87E-052.186-033.02E-025.54E-045.88E-041.60E-031.45E-025.616-032.606-022.70E-029686-023.42E-014.806-011486*002696-021.186-052.79E-035.586-058.11E-041.03E-021.18E-043.44E-041.23E-043.36E-041.556-046.34E-058.13E-031.25E-05
2525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
Enthalpy ofNormal vaporization atboiling Critical the normalpoint temperature, boiling point,
TB Tc AH,,,
PK) <°K) (caVmol)
348.90624.24598.55307.50613.32329.20334.32458.00353.24347.24651.02636.44276.71248.00299.00370.00285.30258.25354.60293.10313.00318.00283.60422.35383.15308.70330.55304.75232.40298.70243.20320.7060368512.15331.04369.52352.50386.1536036329.80419.60393.20373.50550.54570.4448615495.00
556.60885.73839.36466.74842.25508.10536.40695.00562.16545.00848.49860.38467.00416.25458.70593.00460.40432.00545.50466.00510.X552.00469.00686.00585.85485.00523.00576.05389.30471.00364.95487.30846.31746.00547.78572.005367860200544.20506.70661.15594.00567.00803.15870.00738.00720.00
7.12714,00015,0006,338
17,0006.9556,9889,5107,3427,136
16,00015.000
5,7145,1156,8767,8685,8795.2507.1106.1576,7066.3916.1048.4787,8006,2866,8856.2474.8365.9999.4216,463
13,00010,93110,9367,5907.4818.3227,5057,2608.8968.3838.875
12.15512.66610.20812.238
Unitrisk Reference
factor. cone., URFURF RfC extrapolated
((ig/mV (mg/m3) (X)
1.5E-051.06-043.7E-04006*004.66-03O.OE*002.36-054.06-067.8E-06006*000.06*00976-050.06*001.0E-080.06*000.06*008.3E-078.86-06006*00226-0647E-07O.OE»001.0E-041.16-06186-05006*000.06*00O.OEtOO0.06*00O.OE-tOO006*00O.OE*001.36-03OOE+00O.OE*001.9E-05
OOE*001.6E-051.16-04006*005.8E-0527E-03O.OE*00O.OE*00OOE*00226-05O.OE*00
O.OE*007.0E-041.1E-03 X7.0E-011.8E-043.5E-01O.OE*003.56-03
O.OEtOO226*00186-02
O.OE«OO X5.0E-038.06-02306-033.5E-0210E*01 X1.0E-016.0E-02006-033.0E-HX7.0E-01OOE+007.0E-027.0E-02 X1.0E-015.0E-0120E-0150E*017.0E-012.0E-01306*011.86-0320E-041.1E*004.0E-03 X1.0E*001.4E-024.0E-O2 X35E*002.16-0120E-027.0E-0121 E-0114E-O170E-0435E-02
RfCextrapolated
(X)
XXXX
X
X
X
XX
X
X
X
XX
XXXX
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Soil Industrial Benzene25 years at 219 days per year
llffellillS "v!»ifej;~:.-,, ~-l . . • • • , .
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DfcTA ENTRY SHEET
SL-ADV CALCULATE RISKflASEO SOL CONCENTRATION («nl«r V n "YES" box)
eralon 30. 02/03YES 1 X 1
Reset to ORC=!SUS; CALCULATE :<CKfM£N7^RI3^rRO;jACTUAL30LCCKCcnTRArK3ni>ni<i-;<-in~iES'biMn<iniiBi<>ic»nc bam)
ENTER
CharricalCAS No.
(number! onty.^ JO^Mhea)
YES 1 ' "" J]
ENTERtribal•oi
G,'(ug»B) Oiotiol
| 71432
ENTERI MORE 1
Averageaol
temparelure.
TiTO
] sooE.oi | | Banzsna
EHTER ENTER ENTER ENTER ENTER ENTER ENTER ENTERDoptti Doftt bekw Tolito im ri wM if) to vvlue erf U {«* G?B) Sol
MowoiMj* grade to faottofn TTwineM TtKfaMU ibriumA U«er-ddinedtobottcm bplihjow d conturiniton. Thidgieu a ml ofui SCS **umA
ol endosad gnde to lop (enlor V«|M of 0 d ioi alrihjm B. *«bim C. Hi lype tot vqja•(MOB HOOT. ol aytomnalkm, 1 value » unknown) tfritumA. (Enter \nkie or 0) {Enter vihie or 0) (ut«d to esorrute OR permeaUty.
U L, L, h, h, he tolnpoi k.
(cm) fan) (an) (cm) (cm) (cm) permeiMiry) {cnO
I 10
INTERI MOTE 1 SlatumA
1 * 1 SCStoltypri
I lo*wGc4 11 Plnma4n 1
1 15 1 00 1 169 60 1 0 0 SI 1
TWER CNTE-R t-Nll-R EHTER I7MTFR C.NTFJl thTr.H CN1TTI F.NTEH EXTEH EHTER ENTtR CN1CT EOTCRStrarumA SIritumA StntumA SbatumA StrriumB SlrilunB Sr/animB SlfatumB SrfriumB SlrtfumC SlrilumC SlnlumC StniluniC Stratum C>oi*y toilotd toilmoHM lolapwic SCS toidry lolloM toil wdaJilad Kriorgnic SCS loidiy >oltol>l lol wXer-Mxl 10] oojnic
bukdmty. poicMity. parity. arban frvdion. »oltype bukdemiry. pormiry. pM<n*y. c»bon hicban, »olType bufc dmity. porority, poronly. arbon hidion.
P.* n* ».* 1." 1 LodutUI 1 P,1 "" «." U" I LoOwUI 1 p.C "° •,' I«C
(oyoV) (untle») (an'fan1) (unDni) I p'"™"" J (o/cm^ (unilesi) (an';cnr> (unirlesi) I p"~"" J /cm1) (unHen) (arf/cm1) (unitou)
[ S
ENTER1 MORE 1 Endowed
1 * 1 *>•»rioar
lhk*n«ee.
!-„.
M
1 167 1 039 1 0.28 0.02 I 3 1 1.W 0.375 I 0.054 I 0.002 I S I 1.66 1 0.375 1 0.054 1 0.002 1
EHTER FHllvR t-HlIR ENTER (-HTCH fNTITI €*TEHEnclosed Endowd Avaraoe «por
Soltidg ipioi spico Endowd Ftoojnl tidoa How ril« Mo Mdgprwwr« ROOT Hoar •pece te«n cnck m axchinDB OR
difl«0r«ul. bngth. wtitfi. Imghl, width. nte, LMVB Umk to oriajWeIP L, W, H, w ER QM
(B/an-t (an) (cm) (an) (an) (1/h) IL/m)
1 10
EHT'HAntinglimelcr
ATC
(I")
1 40 1 96386 1 9638.9 366 1 0.1 1 1.5 1 | |
ENTER EHTER ENTER ENTER EHTERAveraging Tirgel Tvgal hazvdtime lor Eipaeure Expmure liAlor quobenllor
ncnowdnagene. duration. hequency. oirorngens. noncercwngent.
AV ED EF TR THQ(yrl) (yrf) (dtWvr) (untfest) (unito.l
I 70
I END |
1 25 1 25 1 219 1.0E-05 I 1
LlMd to cabuMg nek-baled•d comertlB»ion.
P ,i;V,W15.R«* Upd.n.011 SEPASu^n.H..VA.niirt
I III MICA! I 'KCHt Kill •• ".!» I I
llBrtly'a Hnniy'a I nlhql|iy tit Otyank. I'uia
law i.ttnalanl law MHi«taitl va|M>rtfntkin at NnHtinl i 4fl»Hi i <>m|HiMoMl
INItii.Mly t>< lohiroiu a lalmnitia Ilioiuxmal hirillnu Cillliol |Kii(nn>n walor
In al». ItiWMlaf. lBrtt|MiiAliira. larniwinluio. iMilllrig [«|4M|. pulnl. lniti|Mit4tiiia. i.iieftlt Ion). niiliiltillly.
1). 11. II ln l\l(,k !„ I, K.. .'I
(i.m'ta) (i.in'/i) (aim iii Vmnl) fll) (ifll/mnl) f'K) ('X) (. m'/g) (m^A )
I (nil I1iy»tml
rink MolmoiK a flala al
fcxlm. i on< . aiiil
Itlll llti: lnm|«.ialillo
W'"')' ('"y'l"') t'1.1.1']
tyj | UHOI
I END~1
3 o(7
cINTERMEDIATE CALCULATIONS SHEET
Fynnnnroduration,
t
(sec)
1 7.88E+08
Area ofenclosed
spacebelowgrade,
Ag(cm2)
Source-building
separation,
LT
(cm)
I 45
Crack-to-total
arearatio,
1(unitless)
Stratum Asoil
sir filledporosity,
e.A
(cm3/cm3)
I 0.130 I
Crackdepthbelowgrade,
Za«*
(cm)
Stratum Bsoil
air filledporosity,
8."
(cm3/cm3)
0.321 I
Enthalpy ofvaporization at
ave. soiltemperature,
AH..T8
(cal/mol)
Stratum Csoil
air-filledporosity,
8.C
(cm3/cm3)
0.321 I
Henry's lawconstant at
ave. soiltemperature,
Hts
(atm-m3/mol)
Stratum Aeffectivetula! fluid
saturation,
s»(cm3/cm3)
0.614
Henry's lawconstant at
ave. soiltemperature,
H'TS(unitless)
Stratum Asoil
intrinsicpermeability,
Id
(cm2)
I 9.92E-08 |
Vaporviscosity at
ave. soiltemperature,
UTS(g/cm-s)
Stratum Asoil
relative airpermeability,
k.
(cm2)
0.246
StratumA
effectivediffusion
coefficient,
D*"A
(cm2/s)
Stratum Asoil
effective vaporpermeability,
k.
(cm2)
I 2.44E-08
StratumB
effectivediffusion
coefficient,
D".(cm'/s)
Floor-wall
seamperimeter,
XCTM*
(cm)
I 38,554
StratumC
effectivediffusion
coefficient,
D"c(cm2/s)
Initial soilconcentration
used,
CR
(ug/kg)
I 1.00E+00 I
Totaloverall
effectivediffusion
coefficient,
D*T
(cm2/s)
Bldg.ventilation
rate,
Qbddkv(cm3/s)
1 .42E+07 I
Diffusion Convectionpath path
length, length,
U. W(cm) (cm)
1 9.35E+07
Soil-waterpartition
coefficient,
Kd(cm'lg)
1 4.12E-05
Sourcevaporcone.,
CKIIC«
(lig/m3)
I 15 I
Crackradius,
fcr«*
(cm)
8,122 I
Averagevapor
flow rateinto bldg.,
Q««(cm3/s)
2.68E-03 I
Crackeffectivediffusion
coefficient,D™*
(cm2/s)
1.15E-01
Area ofcrack,
A<,«*
(cm2)
I 1.75E-04 I
Exponent ofequivalentfoundation
Pecletnumber,exp(Pe')
(unitless)
6.55E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
I O.OOE+00
Infinitesourcebldg.
cone.,
Chug
(ug/m3)
I O.OOE+00
FinitesourceBterm
(unitless)
I 6.55E-04 I
Finitesourceif term
(sec)'1
45 | 15 I
ExposureTime for duration >source time for
depletion, source
•CD depletion
(sec) (YES/NO)
\ V18E+00
Finitesourceindoor
attenuationcoefficient,
<oo
(unitless)
I 1.26E-05
I B.58E+01
Masslimitbldg.cone.,
CbuunGig/m3)
I NA
I 0.10 I
Finitesourcebldg.cone.,CuUhg
(ug/m3)
] 1.08E-03 I
2.37E+02 I
Finalfinite
source bldg.cone.,
ChMn(Wj/m3)
1.08E-03 |
6.55E-04 I
Unitrisk
factor,URF
(ug/m3)-'
7.8E-06 I
3.86E+03
Referencecone.,RfC
(mg/m3)
NA
I #NUM! I
H
NA I NA I 6.76E+00 I 1.66E-08 I 1.16E+09 I NO I
1 END I
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• nil
uiru.
I trial
ll«ll»H
Ij'it U) (t'U'Vu)
IIM lonianljiln.k hixn
Ililllrthitl III
IfMltHM Alt,
(UMIIIOM)
I I./01,1
liittn vrt|HirIMlHtaklM III
ImliHit Air,
| 5 Ml "OJ NA 1~[ iiS/'L'''? 1 | NA 1 NA ~ |
M. ' . ' .A .1 A 'J . • I 1:1 : • I ' i MM A - i s ! • ; i >W M it • NI il ' I - . ! l.-| '. II I •• II I I <i < : ! < • ; Alii I'Ui M Ml ,Ml .' . '.At .1 I lut vnliuiQ i if t . T i n lit «i 01 ul( . I ii III'III IJ oil 11 in IN II t^t 'At I M wolhaliunl OIU ttdflbrl MM uhlly otnl (In lull lii|tlMBt)lll rtl.ltml vnlll
BCHOUDOWN
TO "tND"
_.FND_ J
P u:MSU>H\RI»* Upd«l«USEPA SutxnmiKooinnHil r««oo™«\Sol hd Buo 218 d«v> 29 yn *• 5 of 7
\ I
VLOOKUP TABLES
SCS Soil Type
cCL
LSSSCSCLSISCSCLSILSL
Sat Properties Lookup Table Bulk Densly
K, (cm/h) mlVcm) N (unilen) M(uniless) n(an'(cm^ e, (cm'/em1) Mean Grain Diameter (an) totem") s.fcm'fcm1) SCS Sal Name
061034050438
28.78047055182040046076160
001498001581001112003475003524003342002106000658001822000839000508002687
1 2531 4161472
1 7463177
1208
1330
1679
1321
1521
1663
1449
020190293803207042730685201722024810404402430034250398703099
045004420399039003750385038404890481
048204390387
009300790061
004900530.117008300500111
009000850039
000920016
00200040004400250029
00046000390005600110030
1431 4R
1591821.68
1631631351381.37
149162
021 5 Clay0 168 Ctay LoarT!0 148 Loam0 076 Loamy Sand0054 Sand0197 Sandy Clay01 48 Sandy Clay Loam0 167 Sit0 218 Silly day0 198 SltyCtoy Loam0.1BO Sit Loam0.103 Sandy Loam
Organiccarbonpartition
coefficient.
K~CAS No Chemical (an'/g)
56235 Carbon tetadtforide57749 Cntordane56899 gamma-HCH (Undane)60297 EtV ether60571 aeWrin67641 Acetone67663 Chloroform
71432 Benzene71556 1.1.1-Trichlcroalhane72435 Mettaocyohlor72559 DDE74839 Methyl bromide74873 Methyl chloride (ohtorometiane)74906 Hydrogen cyanide74953 Metiylene bromide75003 CHoroatiane (ethyl chloride)75014 Vnyl chloride (dtoroetiem)75056 Aoatonitrile75070 AceWdehyde75092 Methytemchkxide751 50 Carbon dmllde75218 Etiyfane oxide75252 Brumoform75274 Bromodichtaronietiane75296 2-CHoropropane75343 1.1 Qchtorcehane75354 1.1 Dohkroetyene75456 Chloroojkioromethane75694 1 ncriarofluoronietiane75716 adtorodffluorarnelhane76131 1.1.2Tric«ow1.2.2-«i«uoroetiar76448 Heptachtor77474 Hexachtamcydopentodtone78831 taobufarnl78875 1.2-Dichtoropropane78933 MrjhyMhykelcne (2 butanone)79005 1.1.2-Trichloroelhane79016 Tricttoroethyiene7920B Metiyl acetate79345 1.1.2.2-Tetrao>*jroelwne79469 2 Mfropropane80626 Methylmetiacrylala83329 Aoenaphthena86737 Fluorene87683 Heuchloro-1>buladiene68722 o hirolokjene91203 Naphthalene
92524 Biphenyl95476 0-XyKne95501 12-LVHorobenzene
174Et02120Et05107E*03573£toO214E*04575E-01398£>011.78Et03588Et01110E»029 77Et04447E-06105Et01212EtOO380EtOO1 26E*01440E«00V86E«01420E*00106EtOO1 17Et014 57E«01133EtOOB71Et01550E<010 HE *00316E*01588Et0147BEto1497E*024 57Et02111Et04141Et08200E»05259Et«0437Et01230EtOO501E*01166E»02326E»00933Et011 17Et01698E.OO708Et03138E.04537E«04324E*02200E»03Z.Blb+U3438Et03363EtO2617E<02
Chemical Properfeea Lookup TablePure Henr/i Herr/s
oomponerrt law oomtant law constantDifluvvity Ditlustvity water Hen/a at reference reterenoa
in OF. ti water. solubility, law oomtant temperakjre, temperature.
D. D. S H- H Tn
(cm'fe) (cm!/s) (m|)(L) (uittess) (ahi-m'*not) (*C)
780E-021 18E-02142E«27B2E-02125E-021 24E-01104E-012 50E-03880E-02780E-021 56E-021.44E-02728E-O2126E-01193E-01430E-02271E-01V06E-0112BE-011J4E-01101E-011 04E 011 04E-01149E-0229BE02,8B8E-027 42E-02900E-021 01E-01870E-02665E-02780E-021 12E-02161E-02B60E-027 82E-02908E-02760E-02790E-021.04E-017 10E-O2923E-027.70E«24.21E-02363E-02561E-02567E-02590E-02
404E-02870E-02690E-02
880E-064 37E-06734E-068 61 E 06474E-081 14E-05100E-056 80E-06980E-06B80E06446E-065B7E-061.21 E-OS
650E-082.10E-058 44E-061 15E-05123E-05166E-05141E-051.17E-05100E-05145E-05103E05106E-05101E-05105E-05104E-05126E-059 70E-06992E-06620E-06569E-06721E-06830E-OS873E-08960E08880E-06910E-06100E-05790E-061.01 E-OSB60E-06769t067B6E-06616E-086 67E-06750E-067 75E-06815E-06100E-05790E-06
793E»02560E-027.30E»00568E«04195E-01
100E*06792E«035 OOE+01179E*03133E*031.00E-011.20E-O1
152E<O4533E+03100E*0811SEt045688*038.BOE*031 OOF. 06100E»08130E«041 19E*O33O4E«05310E*03674E*03373E«035.06E«03225E*03200E»001 10E*032BOE»O2170E*02180E-01taOEtOO8SOf»042SOE»03223E-05442E»03147E*03200E*O3296E*03170£*04150E»043 57E*00196E*00320E*00650E<02310E«012 46E+01745E««)1 76E*02156E«02
124E»0019BE-03573E-O4135E+0061BE-04159E-03150E-01
227E-CM703E-01646E-04859E-042.55E-01361E-01544E-03352E-02361E-01110E»00142E-03323E-03896E-021 24E*002 27E-02241E-02654E-02593E-01230E-011 07E«00110E»00397E*00140E»01197E*01605E.01110E*00483E04115E-01229E03373E-02421E-01464E-031 41E-02503E-03138E-02634E-03260E-03333E-01511E-0419BE-022 12E-C2123E-02212EO17T7E-02
303E-02485E-05140E-05329E-021 51E-05367E-05366E-03
554E-03172E-021.5BE-05209E-05622E-03B80E-031 33E-04859E-04860E-0326BE-02345E-05787E-05218E-03302E-02554E-04588E-04V60E-03145E-025 61 E 03260E-02270E02968E-02342E-01460E-01148E*00269E-02118E-05279E-0355BE-05B11E-04103E-021 18E-04344E-04123E-O4336E-04155E-04634E-05B13E-03125E-054B2E-045 1 7E-04299E-045 18E-03190E-03
25252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
Enhat>yofNormal vaporization atbeing Critical the normalpoint. tamperafcre. boiing point.
TB TC 4HYi
(V) ("K) (caUnd)
349 9062424598 5530750613323292033432
3532434724651.02636442767124800299.00370002853025925354602931031300319002636042235363.1530370330553047523240296702432032070603695121538104369523525038615360383298041960383203735055054570444861549500491 14514 26529104176045357
55660885.738393646674842255081053640
562.165450084849660384670041625456705830046040432.005455046600510.005520046900696005B5B548500523005760536930471.0038495467308483174600547785720053678602005442050670661 1559400567008031567000738007200074840761 00789006303070500
7.12714.00015.0006.338
17.0006.9556.986
7.3427.136
16.00015.0005.7145.1156.6767.8685.8795.2507.1106.1576.7066,3916.1049.4797.8006.2866.8056.2474.8365.9999.4216.463
13.00010.93110.9367.5907.4818.3227.5057.2608.9968.3838.975
12.15512.66610.20612.23910.37312 60010.8908.6619.700
Unit Physicalrisk Reference state at
factor, cone.. aoHURF RfC temperature.
(ndftnV (mg*nj) (S.L.G)
15E-0510E-0437E-04
OOE*0046E03
OOE«0023E-054.0E-0078E-08
OOEKOOOE«0087E-05
OOE»0010E-O6
ODE tOOOOE*0083E-07BBE-06ooe*oo22E-0647E-07OOEtOO1 OE-0411E-0818E-05
OOE*00OOE»00OOE»00OOE*00O.OE*00OOE'OOOOE«001.3E-03
OOE*00OOEXX)19E-05
OOE»0016E-051 1E-04
OOE*005BE-0527E-03
OOE'OOOOEHDOooe*oo22E05
OOE'OOOOEtOO0 OE+00OOE*OOOOE*OOOOEtOO
OOEtOO70E-0411E-0370E-0118E-043.5E-01
OOEtOO
OOEtOO22EtOO1.8E-02
OOEtOO50EOT9 06 0230E-0335E-021 OEtOf106-0160E-029.0E-0330EtOO7.0E-01
OOEtOO7.0E-027.0E0210E-0150E-0120E-0150Ft017.0E-012.0E-0130Et011.BE-0320E-O411EtOO406-03VOEtOO14E-024.0E-023.5EtOO21E-0120E-0270E-0121E-0114E-0170E-0435E-0230E-0370E-0216E-0170EtOO20E-01
LSSLSLL
LLSSQLLLLQLLLLLLLLLLLLLLSLLLLLLLLLLSSLLSg
SLL
URF RtCextrapolated edrapolaled
(X) (X)
X XXXX
X
XX
XX
XX X
X
XX
XX
XX
XXXX
X
XX
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DATA ENTRY SHEET
^SL-ADV
srslon 30; 02/0!
Resal toDafeuis
CALCULATE RGK-BASED SOIL CONCENTRATION (oiler "X" in -YES' bo»)
ORCALCULATE KCRcMEhTra. RISKS FRO™ ACTun. SOi. CCnCtriTRATrOn (enter 'A- n TbS- DCK and noal t* cone r
ENTER
CherricalCAS No
(numbera onfy.no dairies)
•O)
oonc..
C,
91203 Naphlhatena
ENTER
Average•oil
temperature,T,
PC)
ENTER
Depthbetovr grade
of enclosed•pace door.
U
(cm)
ENTER
Depth belovrgrade to lop
L,
(on)
ENTER
Deplh below
grada lo bottomof conuvrinalkn.(enter value olO
ivaljaiaunlnom)
L.
(cm)
1 10 1 15 1 eo 1 108
ENTER ENTER ENTER
Tolata muat add up lo vahM d U (osl CSB)
ThJdnaaa
rfiolalralmA,
fv
(cm)
ThtckneMolid
ftrahimB.(Entai vaaw or 0)
h.
(cm)
Thiohnenol.ot
«r«umC.(Enlar vaan or 0)
he
(cm)
eo I 0 I 0
ENTERSol
•tahimASCS
•oiiypa(uaedtoabrnata OK
•a] vapor
pmneabitv)
ENIER
Uwr-ddinadriratumA•dlvapoi
peirmabiity.
k,(cm1)
S I 1
CNTCR
Sir alum ASCS
•Pi typef LodnvBol
1 Ptniraln
f.HW.KStratum A•oidry
buk deraily.
P/Went1}
tNTERStratum Aaoi Matpooaity,
n*
(unllea*)
CNt>:>TStraajm A
•oi water-Medpororiry.
«.*fan'/cnr1)
tNTKRStratum A•oi organic
carbon badron.
C(untjeaa)
1 wrr«StrarumB
SCS•oitype
I Lodup&di |
1 "***•" j
MintSrratumB
aoi drybu* denary.
P.'(g/errf
fHrr:r< rNTr-:n ENTT/R twrt:K I::NTE:R TNTKR EHTT::R r.Nrt:RStralumB Stratum B Stratum B SrralumC Sr/atumC Stratum C Stratum C SkatumC•oitorat >oilwalef -filed 9oioroenic SCS aoi dry aol total ui water-Had Kl organicporoairy. poroaity, carbon rraction, ftoi type Djk denariy. poroaxy. pcroHry, carbon fraction.
** «." 1.' 1 LxtovSdl 1 «,c "C «.e UC
(unrdesc) (an'tcrrf) (unioess) 1 P(nmiun | (g/cm^ (uniHeu) (cnflmf) (unifcsa)
1 S
EHTEREndowd
apao>llocr
fhickneu.
*-•!«
(cm)
1 10
ENTERAverage*!time tor
cardnogeni.
ATe
(yr>)
1 1.67 1
Soi-bldgpreeajre
dilterenbal,IP
{g/cm-s1)
1 40 1
ENTERAveraginglime lor
noncarcrnogflna.
AT«(yr>)
0.39
rNIKREndoaed
•paceDoor
length,
I.
(cm)
9638.6
ENTER
Expoaureduration.
ED(yr*)
1 0.28
INITOEnctoeed•paceftoor
widrh.
VVB
(cm)
1 9638.6
ENTER
Expoaure(renuency.
EF(daya/yr)
1 70 1 25 1 25 1 219
0.02
ENTtR
Endoaed•paceheight.
r^(cm)
368
ENTERTergalriakfcr
carcinogena.
TR(uniHeai)
1 S
i:-.«rrr<
Floor -wel•e am era A
width.
w
(cm)
1 0.1
ENTERTarget hezardquotient tor
noncarcinogens.
THQ(iniOeu)
1.0E-O5 I 1
U»ed to calculate mk-baaed
1.66 1
I7NTER
aidoorairenxwnge
rale.
ER
(Mi)
1.5 1
0.375 1 0.064 1 0 002 1 S 1 1 66 1 0.375 1 0.054 1 0.002 1
tNTE:nAverage vapor
How rate into bkjgOR
Leave blank lo calculate
Q-(LAn)
[— |
P tl MSUIORnk Updi<«MJSEPA SI*XT« • l ratporaM^Soil M H»ft< 21 B iWvt 16 ««x*
Monty'* Honiy'a
low Mrtialmit low ' "MBlanl
Dlffiiaivily l>tffu«Mly H( laforarv.a rafa'a«K.a
IfiHlr. in wdlat. tnMi|fOtaUiia. tornlMiintiilD.
I). I). II th
(,m'/0) (,,m%) (aim ni'/in,J) fll)
4 H/I
CHI MICAI I'HIH'I Kill 't '.Ml I I
fnt lml|>y<>r C
itta ntHtnalIxiHIrtu |ti>jnl.
All,,
(0,.1/J
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tuning rtHiuil (taiUlM*! ttmlpr il»h Mafai0t».a alala al
liiiiill. lam|M>raliita. i.iMfni.ioiil. 01 Juhllily. Ui.ltx. t.otv. . »itil
!„ 1, K,. '1 tJKI Kli: lmti|»ialuia
C'K) (>) (. tii'/y) Imu/LL dig/in1)' (n.gftn'1 ('1,1 ,(i|
MB II) | J<*K '0.1 | .1 KM 'III | HOI t<x.) ] .11)1 »J | » _ ]4U1 M
3 of 7
INTERMEDIATE CALCULATIONS SHEET
Exposureduration,
t
(sec)
1 7.88E+08
Area ofenclosed
spacebelowgrade,
AB(cm2)
1 9.35E+07
Soil-waterpartition
coefficient,
K,,
(cm3/g)
Source-building
separation,
LT
(cm)
I 45
Crack-to-totalarearatio,
n(unitless)
I 4.12E-05
Sourcevaporcone.,
Ctojrot
(ug/m3)
Stratum Asoil
air-filledporosity.
e/(cm3/cm3)
0.130
Crackdepthbelowgrade,
Z«™e*
(cm)
15
Crackradius,
f0««
(cm)
Stratum Bsoil
air-filledporosity,
e.B
(cm3/cm3)
0.321
Enthalpy ofvaporization at
ave. soiltemperature,
AH,TS
(cal/mol)
12,913
Averagevapor
flow rateinto bldg.,
Q»i(cm3/s)
Stratum Csoil
air- filledporosity,
e.c
(cm3/cm3)
0.321
Henry's lawconstant at
ave. soiltemperature,
HTS(atm-m'/mol)
1.52E-04
Crackeffectivediffusion
coefficient,Dd«*
(cm'/s)
Stratum Aeffectivetotal fluid
saturation,
S.
(cm3/cm3)
0.614
Henry's lawconstant at
ave. soiltemperature,
H'TS(unitless)
6.54E-03
Area ofcrack,
Aa«c
(cm2)
Stratum Asoil
intrinsicpermeability,
k,(cm2)
I 9.92E-08
Vaporviscosity at
ave. soiltemperature,
UTS(g/cm-s)
I 1.75E-04
Exponent ofequivalentfoundation
Pecletnumber,«p(Per)
(unitless)
Stratum Asoil
relative airpermeability,
|fg(cm2)
0.246
StratumA
effectivediffusion
coefficient,
0'\
(cm2/s)
5.20E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
Stratum Asoil
effective vaporpermeability,
k.(cm2)
I 2.44E-08
StratumB
effectivediffusion
coefficient,
D*"B(cm2/s)
I O.OOE+00
Infinitesourcebldg.
cone.,
Cwwng
(ug/m3)
Floor-wall
seamperimeter,
Xo«*
(cm)
38,554
StratumC
effectivediffusion
coefficient,
D'"c(cm'/s)
O.OOE+00
Finitesource
P term
(unitless)
Initial soilconcentration
used,
CR
(ug/kg)
1.00E+00 I
Totaloverall
effectivediffusion
coefficient,
D^T(cm2/s)
5.20E-04 I
Finitesource
y term
(sec)'1
Blda.ventilation
rate,
Qbuttg
(cm3/sj
1.42E+07 I
Diffusion Convectionpath path
length, length,
U Lp
(cm) (cm)
45 I 15 I
ExposureTime for duration >source time for
depletion, source
ID depletion
(sec) (YES/NO)
1 4.00E+01
FinKesourceindoor
attenuationcoefficient,
<o>
(unitless)
I 1.37E-05
I END
I 1.63E-01
Masslimitbldg.
cone.,
CbuMnfi
(ug/m3)
I NA
]
0.10
Finitesourcebldg.
cone.,
CM*«(ug/m3)
2.23E-06
2.37E+02
Finalfinite
source bldg.cone.,Cbuma
(ua/m3)
2.23E-06
5.20E-04
Unitrisk
factor,URF
(us/m3)'1
NA
3.86E+03
Referencecone.,RfC
(mg/m3)
3.0E-03
I #NUMI
u
NA I NA 5.56E+00 2.50E-11 I 6.56E+11 I NO I
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VLOOKUP TABLES
SCS Soil TypecCLL
LSSSCSCISISICSCLSILSL
Kt(cm/h)
06103-!050438
26 780470.55182040046076160
Sol Properties Lookup Table Buk Denstya, (1/rni) N(inrlew) M(uniless) n(cmj*mj) e, (cm'/on') Mean Grain Diameter (on) (»*m*) e.fan'fcm1) SCS Soil Name
001486001561001112003475003524003342002109000656001622000839000506002667
15531.41S1472174631771208133016791321152116631449
0.2019020360320704273068520172202481040440243003425039B703099
04590 "20399039003750385038404890481048204390387
00980 0790061004900530117006300500111009000650039
00092001600200040004400250029
00046000300005600110030
143US159162166163183135138137149162
021 5 Clay0 1SS C!sy Lssn0 148 Loam0 076 Loamy Sand0054 Sand0197 Sandy Clay0.1 46 Sandy Clay Loam0 167 Sill0 216 Silly Qay0198 Silly Clay Loam0 180 Sit Loam01 03 Sandy Loam
Chemical Properties Lookup TableOrganic Pure Henry's Herryacarbon component lew constant law constantpartition DiflusMty Diffueivity waler Henry's al reference reference
coefficient. her. in water. sdubJily. law constant temparahjre. temperature.KM D, D. S tf H TR
CAS No Chemical (cm'/g) (or1*) (em'/s) (mo/L) (uriHess) (ahi-m'/mol) <'C)
56235 Carbon totechkncje57749 Chtordane56899 gamma- HCH (Undane)60297 Etiyl ether60571 Oieklhn67641 Acebne67663 Chloroform67721 HencHaroetune71432 Benzene71556 1.1.1-Trichloroelhane72435 Melhoxychlor72559 DDE74638 Methyl bromide74673 Methyl chloride (dtorometiane)74908 Hydrogen cyanide74953 Metiytane bromide75003 CHoroetiane (ethyl ohkxide)75014 Vinyl chloride (chkroetnne)75058 AcekniMe75070 AcetBklehyde75092 Melhytene chloride751 50 Carbon dsulide75218 Eliylene oxide75252 Bromolbrm75274 Bromodichloromeliafie75296 2-ChlorDprcpBne75343 1.1-adtoroetiane75354 1.1-Dchkroelhylene75456 CHorodtjorcmelhane75694 TricMorofluarDmetiane75718 DichknxMjorDmelhane76131 1.1 .2-Trichloro-1.2.2-Muoroetiar76448 Heptechtor77474 Hencnkxocyclopentediene78831 leobubnol78875 1.2 DKhtoropropane78033 MehyMnyt<elane(2-butancne)79005 1.1.2-Trichloroalhane79016 Tncrtoroethyterw79209 Metiyl scelale79345 1.1.2.2-TebicHoroaliane79469 2-Nrcpropane80626 Methylmetiaaylate83329 Acenaphlhene66737 Ftuorene87683 Hexachton>1.3-buladene88722 o-Mtotokjene91703 Naphtiakne91578 2-Mehylnaphtialene92524 F*phenyl95476 o-Xytene95501 1.2 nchtorobenzene
1 74E*02120Et05107Et03573E<00214E»04575E-01
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<°K> (°K) (caUnol)
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5566066573839364667484225508.10536406950056218545008484986038467004162545670563004604043200545504660051000552004690069600565854650052300578053693047100384954873064631746005477857200536 78602005442050670661155940056700803158700073800720007484076100789006303070500
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13.00010.93110.9367.5907.4B18.3227.5057.2908.986B.3B38.975
12.15512.66610.20612,23910.37312.80010.8906,6619.700
Unit Physicalrisk Reference stale at
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Appendix CResidential Vapor Intrusion Models
I"?
3*r
* • ¥ V
Appendix C
Residential Vapor Intrusion Scenario
RHE values for the residential vapor intrusion scenario were developed consistent with thepractices adopted for the other RHE scenarios. The two factors to develop for this exposurescenario were the exposure duration and the exposure frequency. The 208-day exposurefrequency is based on the fraction of the time estimated to be spent at home in a 365-dayyear, adjusted for vacation, shopping and other personal and work related activities and thetime that is spent indoors as opposed to outdoors. Considering that the expected residentialuse is new urban construction, this exposure frequency exceeds the reasonably anticipatedtime spent at home per year. An exposure duration of 9 years was selected based on surveyresults that showed that the typical homebuyer was found to have lived in their previoushome between 4 and 7 years. The survey results indicate that the average tenure of homebuyers is 7.1 years based on an overall residence history of the respondents (U.S. EPA,1997). Nine years was selected as a representative value for the RHE. Thus, a residentialexposure of 208 days per year for 9 years is appropriate for use as the RHE vapor intrusionscenario.
Appendix C
Vapor Control Efficiency Target Concentration CalculationsWaukegan Manufactured Gas and Coke Plant Site
ChemicalJ-E model
outputconcentration
95%efficiency
factor
Residential VaporIntrusion TargetConcentration
benzenesoil (mg/kg)groundwater (mg/L)
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0.050.05
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naphthalenesoil (mg/kg)groundwater (mg/L)
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=
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P:\13\49\015\Risk Update\USEPA Submittal\comment responseVTables 2 & 5.xls
Groundwater Residential Benzenewithout 3 ft additional soil cover
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CHEMICAL PROPERTIES SHEET
Diffusivityin air,
D.(cm'/s)
Diffusivityin water,
D.
(cm'/s)
Henry'slaw constantat referencetemperature.
H(atm-m3/mol)
Henry'slaw constant
referencetemperature,
TR
(°C)
Enthalpy ofvaporization at
the normalboiling point,
AH,*
(cal/mol)
Normalboilingpoint,
TB
(°K)
Criticaltemperature,
Tc(°K)
Organiccarbonpartition
coefficient,
KOC
(cm3/g)
Purecomponent
watersolubility,
S
(mg/L)
Unitrisk
factor,URF
(ug/m3)-1
Referencecone..RfC
(mg/m3)
1 8.80E-02 I 9.80E-06 1 5.54E-03 1 25 I 7,342 1 353.24 1 562.16 I 5.89E+01 T 1.79E+03 I 7.8E-06 I O.OE+00 I
I END I
3 of 7
INII NMI DIAII CAI CIM AllONM Mill I I
1 w|NMUjlailuldOiMl.
1
!••..]_
) 1141 '(XI |
HI.IUvtinlllalkiii
idld.1JW*»ii(1.111%)
1 Mil '1)1 |
C.nnvactlnn(Mill
longlh.
|.
(i.m]
If, |
END I
•u.u/io|H|IMII>U
•alMiallon,
1 ,
(i.m)
1M
AlIM (itanilmiMJ•lidi.aImbiw|>i into.
A«
(i.in')
1 (Nil «<H1
Soim.ovdpuiuint .
('«••<•(Jiy/m'j
'ilidlum A M.dllim II•nil ><>il
dli flllml nil HUM)|M>M*lty. (•M.Mily.
II." «."
(mi '/i.in') (1.111 '/i.in')
| OKU) | 1 ItltOH
(.>•.. k C.idi.liliiliildl ila|illldfud tialiiwidlki. mute.
') Ai»«(un.llmn) (i.m)
| .1 in o4 | ir,
AvniojpVd|XM
Cidi.h flow Idtainilitm. Inlo hldg .
!„., (J..
(,iii) (1111%)
| 0 in | 1 4M '01
'id alum ('.•oil
all Klloil|..n«lly.
".'
(i.ltl'/f.m1)
1 KKOK
1 nlhdl|iy litvct|Hiii/dlinn dl
avu UKiiinilwdlallain|>alallllo.
AH.,.
(. dl/m.J)
111^
Cfai.hofl«:1lv«illffuflliin
i.iioMli.fanl,
I)"*'
(,.iii'/«)
| li f.M 04
•llml.im A .'ilialum A rilialimiA Mialimi Aaflaillva >nll ".>U lullliMdl flulil InlilMMli. lalrtllva dil anW livt> vapinMlulAlkrtl. (MiilliodlillHy. ImliliOdNIMy. |tallimal»illlv.
X k. K, k.
(un'/i-ni1) (nil1) (..in1) (,m')
, „.„ , «„„«, , .^ , ,44,,, ,
Ml/ttlurrtMaiuy'* Ittw Muruy'i Idw VAIHH Ai.onatrtiil dl «iHntmit at vt«<«Mfly *t uft.x.1rVti
rtvo UMHitxtWdlar rtvw (jn uifwJwrttoi ova •)*( iflftimltitilorttpotrtlultt, iMnitioidluiu. lniii|>cti«1iira. i <«(fk.lali1.
Mf. H,, I,,, l)'\
(aim m'/mol) ^uiiilluHH] __[y ''•'*' •) |'-fn '")
| y«/H O.I | 1 IM 01 | 1 /M O4 | n fifj 04 |
I l|Xlf\«Ml (if InhftllM
o<]iiivnkinl •ouif.a InftdllofiMjinlnllufi Ifxliwir Bouff.n
Araii of f 'w.lol Hllnnuiilkin Ndgr.rNt.k. tutmltttr. rfJ*jfflr.*pnl, <.nr>r. .
A.,.,. oni^f'*') (I (-h.*^
(f.m'} (nrntlo.iv) [unllt»n«J tjtU/ni }
| 4 not «(v | NNUMI | ^ fi."« or> | ,'u/t n.i |
tiitAi A i« mtt*<i Wdiai niio.t 1 1,..,t hif.luwaa tit juititwKy In (initially In |»t(Mlty in wall
i aplllAiy i.a|NlUtry t.oplllaiy i .npillaty Macirtt/i MID. /< MM. /i»*io. /<>MO, |>arlritDlni .
1,, n.* ".., II.., X.(v.
(,.m| (i.m'/i.rn') (i.tn'/i.tn*) (< ntV-.m1) [, m)
i/ on | O;HJ | o »:»/ f OVMJ | H^JOO ]
*tltalt/'T> .Sl;«lum {^i^llttfy ttilntII C /(Mm <rvurdll
ufttw.KvO atftMltvu tftflM.llva uf1t**.1^o 1 )i MUD ionidrrtiMkiM iliffiMhin itithialntt iJiffuaHifi |H*|)I
i ooftk.lonl. i ( wflti.tonl. i (H»ff(r:(Bn| i <>t*ftii indl. lodjlti
I'""H t)-t. '*"".. """i Li(• ni'/fl) (i.fnr/«) (c-nt'/a) (..II//B) (, in)
owf «ix) | onni »oo | ; r»MM~I d'Twii 04" | IM
UnitilNk Mofoioru.*
(qi:|d(, CIHIC .
um UH;•J'U/tM ') ' (ing/ir> j
MM (Ml I NA ]
4 of 7
cRESULTS SHEET
RISK-BASED GROUNDWATER CONCENTRATION CALCULATIONS: INCREMENTAL RISK CALCULATIONS:
Indoorexposure
groundwatercone.,
carcinogen(ng/L)
Indoorexposure
groundwatercone.,
noncarcinogen(MJ/L)
Risk-basedindoor
exposuregroundwater
cone.,(ug/L)
Purecomponent
watersolubility,
S(WJ/L)
Finalindoor
exposuregroundwater
cone.,(ug/L)
[ 5.99E+02 I NA I 5.99E+02 I 1.79E+06 I 5.99E+02 I
Incrementalrisk from
vaporintrusion toindoor air,carcinogen(unitless)
Hazardquotient
from vaporintrusion toindoor air,
noncarcinogen(unitless)
1 NA I NA I
MESSAGE AND ERROR SUMMARY BELOW. (DO NOT USE RESULTS IF ERRORS ARE PRESENT)MESSAGE'. The values of Csourca and Cbuilding on the INTERCALCS worksheet are based on unity and do not represent actual values.
GW Res Benz no 3 ft.xls 5 of 7
vi DOMIC I A U I tn
ru'n Riot lypa H. |l*Wh)
r ft * iIII O Mi oaoin 4 M1 2 A 7 »•K: 1147•«:i iinnw runu: o 40SICL 048nu o insi i no
rA'lM,. l.lM¥iit»l
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nAAUl 0'""*>H:H|llml>n»)mrTur I IM ***nonn (tohkhinrn4i Ai«*nt»
A7771 IUi«r*tlrva»1hwiMM4\2 lUn/.n.rinftfl 1.1 i iimh*wn»rh««»77431 MrthmyoWfW77V.B IH)I/4A1U Mfllhyl tvivnkl*74A71 M»lhyl r+lfc»Ml»(rhV»r»n»lh«n«)
/4QOA HyrtingOT cy4Wtlrt«
/4On3 M«thyUn« hrantldariOOl Chlrvivthan* (»lhy1 chtnfkto)7fiOI4 Vinyl rtikvM* (nhkwo«rth»n«)/nOM Amlnnttlb
rmrO Aral»ltt»hrf1a7MXI7 MwlhyUn* otibwlifornino cwtmn diwiitkii*rn71A tlhybn.mlH*787n7 l4Tnmf**Tn7n774 fbivnndlnhlivtvncrihnn*mTBn 7 CNrvannmn*rn>43 1.1 l>kihlran«ti«rM
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7r4r4 MaHaohk»rM]V*1^t*rtl4lill*n*7MI31 linlmOitnl
7MI33 MtlhyteltiylKlnnii (2 buUnunn)78008 1.1.2 rr«M>o.m«M«
70010 IrWtlnroathvtew
7B348 1 .1 2 2 T«(r«ohlCTO.Ih«n«
70400 2 Nltopofun*80876 M«lhy>n*friKiyl>l*8332B Ac«i«pWh«i«
88737 Fluoron*67883 H«x«chk»t>-1 ,3-but«Jl«o«
88722 o-Nfrotokwn*
A. J IVobM 1 ,.Au|, T J,U
». (l/'tf) NlunlbM) M |..n«»<) "
AOUOAnoiriAl
1)01117outtmOO1H74
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(.in 're)
1 Ml .071 71*. .OS
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nru ni30M "011 7M .03n not *oi1 lot .07
g /ri .044 4 / 1 -on1 OM .01
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n 711- .01r. noi >oiU 141. .00
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376E.OO033F.011 17h«018B8E<00708E.03' 39F..04
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liri
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m
XX
XX
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X
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X
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X
X
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X
XX
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tan
91203 Naphthalana91576 2-Melhylnaphlhalana92524 Biphanyl95478 o-Xylane95501 1.2-DichlorobenMna95576 2-Chkxophanol95636 1,2.4-Trimalhylbanzana96184 1,2.3-Trichlccoprop«n«86333 Methyl aciylata97632 Elhytnslhoaylat.98066 tarl-Butylbanzane98828 Cumen.98862 Acelophanon.98953 Nitrobenzene
100414 Ethyltanr.no100425 Styrerw100447 Benzytehlorida100527 Benzaldehyd*103651 n-Propylbenzena104518 n-Butylbanzane106423 p-Xylana106467 1.4-Dichlorobanzene106934 1.2-Dibromoeth«ne(ethylenedit106990 1,3-Buladian*107028 AcroWn107062 1.2-Dichlwoethane107131 AciylonHrile108054 Vinyl acetate108101 MelhylnobutykOon* (4-inalhyl-:108383 m-Xylene108678 1.3.5-Trinwlhylb«nzen»108S72 Methykycbhttcam108883 Tokieiw108907 Chlorobanzane109693 1-Chkxobutana110009 Firan110543 Hexana111444 B»(2-chloro«lhyl)alhar115297 EndoouHan118741 Hexachlorobaniene120621 1,2.4-Trichlcrotwnzen*123738 Crolonald«hyda (2-butan«l)124481 Chlorodibromom«lh<rM126887 MethaciylonilrH*126998 2-Chloro-1.3-butadwn»(chloropr127184 T«b-schkxo»thyk.n.129000 Pyran*132649 Dibeniokjran135888 MC-Butylbenzana141786 6lhylaoalata156592 cn-1.2-Dichloro*lhylana156605 t-ans-1,2-DichlofO«ttiy(«n«205982 Banzo(b)fluar«nth«na218018 Chiyiana308002 Aldrin319646 ilpha-HCH («lph«-BHC)541731 1,3-Dichlorobanzana542756 1.3-Oichloroprapana630206 1,1.1.2-Talrichloroalhana
1634044 MTBE7439876 Mercury (alamantal)
VLOOKUP TABLES
2.006*032.816*034.386*033.63E«026.17E*023.88E*021.356*032.206*014.53E*002956*017.71E*024896*025.77E*016.466*013836*027.78E*028.14E*014.59G*015.626*021.116*033.89E*026.176*02250E+011.91E*012.76E*001 74E*015.90E*005.256*00906E*004076*021.35E+037.85E*011.82E*022.19E*021.72E+011.86E*O1434E*011.556*012.14E*035.506*041.78E+034.82E*006.31E+013.58E*016.73E*011.55E*021.05E*055.156*038.666*02644E*003.556*015.256*011.236*063.98E*052.456*061.236*031.886*034.576*011.166*027.26E*005206*01
5906-025.22E-024.04 E-028.706-02S.90E<25.01 E-026.06E-027.10E-029.76E-026.53E-025.65E-028.SOE-026.00E-027.60E-027.50E-027.10E-O27.50E-O27.21 E-028.01 E-025.70E-O27.896-026.90E-022.17E-022.49E-011.05E-011.04E-011.22E-018506-027.50E-O27.00E-O26.02E-02T.35E428.70E-O27.30E-02826E-021.04E-012.00E-018.92E-021.15E-025.42E-023.006-02956E-021.98E-021.12E-018.586-027.206-022.72E-O22.38E-025.70E-027.326-027.36E-O27.07E-02226E-022.486X121.32E-021.426-02882E-02626EO27.10E-021.02E-O13.07E-02
7.506-087.75E-068.156-061.00E-057.SOE069.466-087.92E-087.906-O6102E-058.37E-088.02E-087.10E-06873E-088.60E-087.80E-088.006-087.806-069.07E-087836-068126-088.44E-067.90E-061.1 BE -051. 086-051 22E-058.90E-081.34E-059.206-087.806-O67.806-068676-068526-068.60E-088.70E-081.006-05122E-057.77E-O67.53E-064.556-085.91 E-088.23E-O81.076-051.056-051.326-051.03E-058.20E-087.24E-088.00E-O88.12E-089.70E-061.13E-051.196-055.586-08621E-064.866-067.346-087.86E-061.00E-057.906-061.056-056.306-06
3.106*012.466*017.45E*001.78E*O2V58E'022.206*045.70E*011.75E*036.006*04367E+032956*016136*016136*032096*031.686*023.106*025256*023.306*038.00E*01200E*001.856*027.90E*014186*03735E*02213E*058.52E*037.40E*042.006*041.906*041.81E*022.006*001.40E*015.266*O24.72E*021.106*031.00E*041246*01172E*045.10E-015.00E-034.886*013.89E+042.606*032.54E*O42.126*032.006*021.356*003.106*003.946*008.036*043506*036.306+031.50E-036.30E-031.706-022.006*001.346*022806*031.106*035.10E*042.006*01
188E-022.12E-021.236-022.12E-017.77E-C21.80E-022.526-011.676-027.686-03344E-024.87E-014746*014.38E-049.826-043.226-011.12E-01170E-02973E-044.376-015.38E-013.13E-O19.826-02304E-023.01 E*004996-03400E-024216-032096-025646-033.00E-012.41 E-014.22E«002.72E-011.51 E-016.93E-012.21 E-016.82E*017366-044586-045.406-025.816-027.996-043.206-021.016-024.91 E-017.53E-014.50E-045.156-045.68E-01564E-031.676-013.846-014.54E-033.87E-038.95E-03434E-041.27E-01724E-01990E-02256E-024.406-01
4.826-O45.176-042.996-045.186-031.SOE-033.906448.14E-034.086-041.87E-048.406-041.196-021.16E*001.07E-052.39E-057.866-032.746-034.146-042.376-051.07E-021.31 E-027.64E-032.396-037.41E-047.34E-021.226-049.776-041.036-045106-041.386-047.32E-035.876-031.036-016.626-033.69E-031.696-025.386-031.686*001.806-051.12E-051.326-031.426-03185E-057816-042466-O41.20E-021.84E-021.106-051.266-051.396-021.386-044 076-039.366-031.11E-049446-051.70E-041.066-053.096-031.776-022.41E-038.236-041.076-02
4.826-O45.176-042.996-045.186-031.SOE-033.90E446.14E-034.086-041.87E-048.406-041.196-021.16E*001.07E-052.39E-057.866-032.746-034.146-042.376-051.07E-021.31 E-027.64E-032.396-037.41E-047.34E-021.226-049.776-041.036-045106-041.386-047.32E-035.876-031.036-016.626-033.69E-031.696-025.386-031.686*001.806-051.12E-051.326-031.426-03185E-057816-042466-O41.20E-021.84E-021.106-051.266-051.396-021.386-044 076-039.366-031.11E-04944E-051.70E-041.066-053.096-031.776-022.41E-038.236-041.076-02
25252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
491.14514.26529.10417.60453.5?447.5344230430.00353.70390.00442.10425.56475.00483954093441831452.00452.00432.20456.48411.5244721404.80268.60325.60358.65350.30345.65389.50412.27437.88373.90383.78404.87351.60304.60341.70451.1567443582.5548615375.20416.14363.30332.40394.4066795
560446.5
350.26333.65320.85715.9
714156030159655
446381 15403.5328.3
629.88
748.40761.00789.00630.30705.00675.00649.17852.00538.00571.00
1220.00831.10709.50719.00817.20636.00885.0069500630.00660.50618.20684.75583.00425.00508.00561.0051900519.13571.00817.05637.25572.20581.79632.40542.00490.20508.00659.79942.94825.00725.00588.00678.20554.00525.00620.20
936824878
523.3544
518.5869.27
879839.37839.36
684587.36
624487.11750
10,37312.60010.8908.6619.7009.5728.3688,1717.748
10,9578.980
10.33511,73210,5668,5018,7378,773
11.8589.1239.2908,5259.2718.3105,3706,7317,6437,7867,8008,2438,5238.3217,4747.8308,4107.2638,4776,895
10,80314,00014,44710.471
85,9007,8008,0758.288143706640088730
7633.6871926717
17000164551500015000
92X.187900
9768.2825256677.68
14127
O.OE*000.06*000.06*000.06*000.06*000.06*00O.OE*005.76-04
O.OEtOO0.06*000.06*000.06*000.06*000.06*001.1E-08
O.OE*004.9E-05OOE*00O.OE*000.06*000.06*000.06*002.26-042.8E-04
O.OE*002.86-05B.8E-05O.OE*00OOE*000.06*00O.OE*00O.OE*000.06*000.06*000.06*000.06*000.06*003.3E-04
0.06*004.66-04O.OE*005.4E-042.46-05O.OE*00O.OE*003.0E-08
O.OE*CO0.06*000.06*000.06*000.06*00O.OE*002.1E-042.1E-064.9E-031.8E-03
O.OEtOO4.06-067.4E-06006*00006*00
3.06-037.06-021. 86-O1706*00206-011.8E-026.0E-034.9E-031.1E-0132E-011.46-014.06-013.56-012.06-031.06*001.06*000.06*00356-011.46-011.4 E-017.0E*008.06-012.06-040.06*002.06-050.06*002.06-032.06-018.06-027.06*00B.OE033.0E+004.06-016.06-021.46*003.56-032.06-010.06*002.16-022.8E-032.0E-010.06*007.0E-027.0E-0470E-03
OOE*001.16-011.46-02146-01326*003.56-027.06-02O.OE»00O.OE*001.1E-04
O.OE«001.16-012.0E-02116-01306*003.06-04
X
X
XX
XX
Groundwater Residential Naphthalenewithout 3 ft additional soil cover
^^^^f'fl^^^'^^Wf^
g||ilg|v.; -,--:-;-,, •;:-a. ^^s;'/vlfflife
^$^8^^., A iAJtSiai ife-,;:; -i: ,. . - • ' . . - . • . '-"".•s.-.-:. - • > ! ' « " - • ' - :.. i '- .."•'.• . ; . . , . . , . ' • ' . .. '.'"- '"
^v,^,, -,,.*; .
MORE4>
DATA ENTRY SHEET
CALCULATE RISK-BASED GROUNDWATER CONCENTRATION (enter"X" in "YES" box)
YES
ORCALCULATE INCREMENTAL RISKS FROM ACTUAL GROUNDWATER CONCENTRATION (enter 'X' in "YES" boot and initial groundwater cone, below)
YES I I
ENTER ENTERInitial
Chemical groundwaterCAS No. cone.,
(numbers only. Cw
no dashes) (|ig/L) Chemical
91203 2.40E+03 Naphthalene
ENTER
AverageMil/
groundwatertemperature,
T3
(°C)
ENTERDepth
below gradeto bottom
of enclosedspace floor.
LF
(cm)
ENTER
Depthbelow grade
to water table.
LWT
(cm)
I 10 I 15 I 169
ENTER ENTER ENTERTotals must add up to value of Lm (cell G28)
Thicknessof soil
stratum A,
tlA
' (cm)
Thicknessof soil
stratum B.(Enter value or 0)
he
(cm)
Thicknessof soil
stratum C.(Enter value or 0)
he(cm)
169 I 0 0
ENTER
Soilstratum
directly abovewater table,
(Enter A. B. or C)
ENTER
scssoil type
directly above
water table
A I s
ENTERSoil
stratum ASCS
soil type(used to estimate
soil vapor
permeability)
ENTER
User-definedstratum Asoil vapor
OR permeability.
k.
(cm2)
S I I
ENTERStratum A
SCSsoil type
LootapSoiPa-mete)
ENTERStratum Asoil dry
bulk density,
P.*(g/cm3)
ENTERStratum Asoil totalporosity,
n*
(unit less)
ENTERStratum A
soil water-fillecporosity,
8L»(cm'/cm3)
ENTERStratum B
SCSsoil type
Lookup SoiParameter*
ENTERStratum Bsoil dry
bulk density,
ft"(g/cm3)
ENTERStratum Bsoil totalporosity,
n"
(unitless)
ENTERStratum B
soil water-filledporosity,
9."(cm'/cm3)
ENTERStratum C
SCSsoil type
Lookup SoiParameter*
ENTERStratum Csoil dry
bulk density,
P.c
(g/cm1)
ENTERStratum Csoil totalporosity,
nc
(unitless)
ENTERStratum C
soil water-filledporosity,
8»C
(cm'/cm3)
1.67 0390 0.26 _L
ENTEREnclosed
spacefloor
thickness,
Lm.(cm)
ENTER
Soil-bldg.pressure
differential,iP
(g/cm-s2)
ENTEREnclosed
spacefloor
length,
La
(cm)
ENTEREnclosed
spacefloor
width.
WB
(cm)
ENTER
Enclosedspaceheight.
HB
(cm)
ENTER
Floor-wallseam crack
width.w
(cm)
ENTER
Indoorair exchange
rate.ER
(1/h)
ENTERAverage vapor
flow rate into bldg.OR
Leave blank to calculate
(L/m)
366 0.1 1.5
ENTERAveraging
time forcarcinogens,
ATC
(yrs)
ENTERAveragingtime for
noncarcinogens.
AT«(yrs)
ENTER
Exposureduration,
ED(yrs)
ENTER
Exposurefrequency,
EF(days/yr)
ENTERTargetrisk for
carcinogens.TR
(unitless)
ENTERTarget hazard
quotient fornoncarcinogens,
THO(unitless)
I 70 I 9 I 9 I 208 1.0E-06 I 1
Used to calculate risk-basedaroundwater concentration.
2of7
cm MICAI i'i«xt inn r. '.in i I
llartry'a Monty'* I nltu*l|ry i>t
law Ktnalanl law «onvltml vafi<tft/a1inn dt Ntumal
(MTimtvity DfftmMly «l rofmeruo tofaiotMo tl» ni>inml tiling CnU a(
hi Mil. In WMlaf. lamiMirdluio. lar>i|H9taltira, |xWllr>u |MtUtt. (Mtlnf, Itittipoirtltii
(). I). II trt All,. IB I,
(( M//«) (om'/«) (aim ntVrm.l) f'C) (i.al/inul) f'K) (*X)
i.attxm[KlitrikHi
K,,
(< ni'/g)
.i>*n|K»ttaiil
ittuMIHy.
!i
Mult u; | I WH on | 4 n;i 04
I: NO ")
| 4ui M | MM40 I in*'in 1 :ni)i_-oi jlTui -no [ .101 »-' ]
3 of 7
cINTERMEDIATE CALCULATIONS SHEET
Exposureduration,
T
(sec)
Source-building
separation,
L,
(cm)
Stratum Asoil
air-filledporosity,
8.*(cm3/cm3)
Stratum Rsoil
air-filledporosity,
pBHI
(cm3/cm3)
Slr.itiim C.soil
air-filledporosity,
e.c
(cm3/cm3)
Stratum A
effectivetotal fluidsaturation,
s»(cm3/cm3)
Stratum A
soilintrinsic
permeability,
k,(cm7)
Stratum A
soilrelative air
permeability,
k.(cm2)
Stratum Asoil
effective vaporpermeability,
k.(cm2)
Thickness ofcapillary
zone,
U
(cm)
Totalporosity Incapillary
zone,
na
(cm3/cm3)
AJr.fiMa/j
porosity incapillary
zone,
8..=(cm3/cm3)
Water filledporosity incapillary
zone,
6wcr
(cm3/cm3)
Fleer-wall
seamperimeter,
Xaadc
(cm)
I 2.84E+08 |
Bldg.ventilation
rate,
Oh***(cm3/s)
1 1.53E+05 I
Convectionpath
length,
LP(cm)
I 15 I
I END I
154
Area ofenclosed
spacebelowgrade,
AB(cm2)
1.06E+06
Sourcevaporcone.,
Ctoue*
(ug/m3)
6.54E+00
I 0.130
Crack-to-totalarearatio,
1(unitless)
1 3.77E-04
Crackradius,
TOM*(cm)
1 0.10
\ ERROR |
Crackdepthbelowgrade,
z™,(cm)
1 15 I
Averagevapor
flow rateinto bldg.,
Qa(cm3/s)
I 2.45E+01 I
ERROR
Enthalpy ofvaporization at
ave. groundwatertemperature,
AH,.TS
(cal/mol)
12,913
Crackeffectivediffusion
coefficient,D""*
(cm'/s)
5.20E-04
I 0.614
Henry's lawconstant at
ave. groundwatertemperature,
H,s(atm-m3/mol)
I 1.52E-04
Area ofcrack,
Ao.a,(cm2)
I 4.00E+02
9.92E-08
Henry's lawconstant at
ave. groundwatertemperature,
H'rs
(unitless)
6.54E-03
Exponent ofequivalentfoundation
P eclatnumber,
exp(Pe')
(unitless)
#NUMI
| 0.246
Vaporviscosity at
ave. soiltemperature,
His(g/cm-s)
1 1.75E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
I 2.07E-05
I 2.44E-08
StratumA
effectivediffusion
coefficient,
D'\
(cm'/s)
I 5.20E-04
Infinitesourcebldg.
cone.,
CbuWhg
(ug/m3)
I 1.35E-04
I 17.05
StratumB
effectivediffusion
coefficient,
D'"B(cmz/s)
I O.OOE+00
Unitrisk
factor,
URF
(ug/m3)-'
I NA
0.39
StratumC
effectivediffusion
coefficient,
D-c
(cm2/s)
O.OOE+00
Referencecone.,
RfC
(mg/m3)
3.0E-03
0.137
Capillaryzone
effectivediffusion
coefficient,
D-"a
(cm2/s)
5.92E-04
0.253
Totaloverall
effectivediffusion
coefficient,
D-",
(cm2/s)
5.27E-04
I 4,000 |
Diffusionpath
length,
Ld
(cm)
I 154 I
4 of 7
HI run t.'l .'Ull I T
iriK MA-'ll DUNOtlNUWAII Mi < >N< I NlllAlK )N C-Al CUI AI IONS INi Id Ml NIAI KI.'iK i:AI CUI AI ION.'i
ItwIlHM Mltth I>(*M,|
OMlMMIIttl IttfltMtl
t (Mrtf
llHltMtf
Irw.iariwnUil Ha/dMlflak tttxn <}i«>lti*nl
van* hum Vfl|«Minhij»liHt to IntiuHkttt |tiIttilom air. itultMtf all.
| NA | JHUt *O4 | 3(IW '(M { 310j_«04 ] NCX: H ( _NA 1 NA |
f.r . A ti A1 Jl ) [ KK >K ' •' -MM/»M i < •' • • >W ,. ) !•*• \ I : fil ' •' 'I t ' '' I l « ! ( 111 A) ii : •" ' •! ti I
Ml -.'.A(,l Ihu vrtlnon of (.notiM.ti aiuf t tt i iK't-Kj '»< ttm 'Ml 'V Al (..'i wurhof «.t,! aiu !. n.,.f , ,(1 unity .in.) < | < > n . > l inprui.in! d( turil vnlu
NI »- - NlM ( >l (.1 >Ni .1 KN II"' UMiuixIwaltM . urn. nl nt n\«^t> IFm o.iluluhly llmil In MM| nf , t , ( , , -o rn ft n Ihn p.-ithwdy
BCHOI1DOWN
TO'TNtr
TNO
GW Res Naph no 3 ft.xl* 5 o(7
i i
VLOOKUP TABLES
SCS Soil Typ«cCLLLSSSCSCLSISICSICLSILSL
Soil Properties Lookup TableK.(cm/h) o,(1/om) N (unitlera) M (unities.) "(cm'/cm') 9,
o.ei0.340.504.38
28.780.470551.820.400.460.781.60
0.014990.015810.011120.034750.035240.033420.021000.008580.016220.008380.005060.02667
1.25?14161.4721.7483.1771.2081.33016701.3211.5211.6831.449
0.201°0.29380.32070.42730.68520.17220.24810.4044 -024300.34250.398703099
0.4590.4420.3990.39003750.3950.3840.4890.4810.4820.4390.387
Buk Densitycm'/cm3) Mean Grain Dnmeler (cm) In/cm") 9.(omJ/cm)) SCS Soil Name
0.0980.0790.0810.0490.0530.1170.0830.0500.1110.0900.0650.039
O.OOG200180.0200.04000440.0250.029
0.00480.00390.0058
0.0110.030
1.431.481.591.621.661.831.631.351.381.371.491 62
0.215 Clay0.168 Clay Loam0.148 Loam0.076 Loamy Sand0.054 Sand0.1S7 Sandy Clay0.146 Sandy Clay Loam0.167 Silt0.216 SiRy Clay01 98 Silly Clay Loam0.1 80 Silt Loam0.103 Sandy Loam
Organiccarbon
coefficient,Ko.
CAS No. Chemical (on'/g)
56235 Carbon tetrachloride57749 Chlordane58899 gamma-HCH (Lindane)60297 Ethyl elher60571 Dieldrin87841 Acetone67863 Chloroform67721 Hexachloroethane71432 Benzene71556 1,1.1-Trichloroathane72435 Methoxychlor72559 DDE74839 Methyl bromide74873 Methyl chloride (chloromethana)74908 Hydrogen cyanide74953 Methylene bromide75003 Chtoroslhane (ethyl chloride)75014 Vinyl chloride (chkxoethene)75058 Aeelonitrile75070 Acetaldehyde75092 Methylene chloride75150 Carbon d«u Hide75218 Elhylene oxide75252 Bromofocm75274 Bromodichloromethane75296 2-Chloropropane75343 1.1-Dichlaroethane75354 1,1-Oichloroelhylene75456 Chlorodiflucromethane75694 Trichkrotluoromethane75716 Dichlorodrfluoromethane76131 1,1.2-Trichloro-1.2,2-«-inucroethf76448 Haptachkx77474 Hexadibrocyclopentadiene78831 Isobutinol78875 1,2-Oiehloroprop»ne78933 Melhylelhykelona (2-butanone)79005 1.1,2-Trichloroamane79016 Trichloroethylene79209 Methyl acetate79345 1,1,2,2-Tetrachloroelhane79489 2-Nitropropana80828 Methybnelhaerylata83329 Acenaphthana88737 Fluorene87683 Hexachloro-1,3-butadiena88722 o-Nitrotoluene
1.74E*021.206»051.076*035.736*002.145*045.75E-013986*011.786*035.89E*011.10E*029.77E*044.47E+061.0SE+012.12E»003806+001.266*014.40E*001.66E*014.2OE*001.0BE*001.17E*014.57E*011.33E*00871E*O1550E+019.14E*003.16E*015.89E*014.79E*014.97E*024.57E*021.11E*041.41E*08200E*052596*004.37E*012.306*005.01 E*011.66E*023266*009.336*011.17E*018986*007086*031.38E*045.376*04324E*02
Diffustvilyin air,
D.(cm1/.)
7.80E-021.186-O21.42E-027.82E-021.25E-021.24E-011.04E-012.50E-038.80E-027.80E-021.58E-021.44E-027.286-021.26E-011.83E-014.30E-O22.71 E-011.086-011286-011.246-011.01 E-011.04E-011.046-011.496-022.966-028.88E-O27.42E-028.006-021.01 E-018.70E-026656-027.806-021.12E-021. 616-028606-027.826-028.066-027.806-027.BOE-021.04E-017.10E-029.23E-027.70E-024.21 E-023636-025.61 E-025.87E-02
Chemical Properties Lookup TablePure Henry's Henry's
component law constant law constantDiffusrvity water Henry's at reference referencein water, solubility, law constant temperature, temperature,
D. S rf H TR
(cm:/s) (mg/L) (unitless) (alm-m'/mol) (°C)
8.806-084.37E-087.34E-068616-064.746-081.14E-O51.006-05e.aoE-089.606-038.80E-O84.46E-065.676-061.21 E-O58.506-082.106-O58.446-081.15E-051.23E-051.66E-051.416-051.17E-051.006-051.45E-051.03E-051.086-051.01E-O51.056-051.04E-051.26E-O59.706-088926-068206-065.696-087.21E-069.306-088.73E-089806-088806-088106-061 006-057.90E-081016-058.606-067696-087.88E-086.16E-066.676-06
7.936*025.60E-027.306*005.68E*041.956-011.00E*087.926*035.006*011.79E*031 336*031.00E-011.206-011526*045.33E*031.006*081.196*045.686*038.806*031.006*061.006*031.306*041.19E*033046*053106*036.74E+033.736*035066*032.256*032.00E+001.10E*032.806*021.706*021 806-011.806*008.50E*042.806*032.236*054.42E*031.47E»032006*032.966*031.706*041.506*043.576*001.986*003206*006.506*02
1.246*001.996-035.73E-041.35E*OO6.186-041.596-031.506-011.596-012.276-017.036-016.466-048.596-042.556-013.616-015.446-033.526-023 61 E-011.106*001.426-033236-038.966-021.246*002276-022 41 E-026.54 E-025.93E-012.306-011.076+001.106*00397E»001.40E*011.97E*018.056*011.106*004.836-041.15E-012296-033.73E-024.21 E-014.84E-031.41 E-025.036-031.38E-026.34E-032606-033336-015.116-04
3.036-024856-051.406-053.296-021.516-053876-053.666-033.866-035.546-031.72E-021.586-052.096-058226-038806-031.336-O48.596-048.806-032.696-023.456-057.87E-052.166433026-025.54E-O45.886-041.60E-031.456-025.61 E-032.606-022.706-029666-023426-014.806-011.48E*002.696-021.185-052.796-035586-059.116-041.03E-021.18E-043.44E-041.236-043.386-041 556-046.34E-058136-031.256-05
2525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
enthalpy offormal vaporization atboiling Critical the normalpoint. temperaUra. boiling point,T. Tc AH,,
(°K) (°K) (cal/hiol)
349.90824.24596.55307.50813.32329.20334.32456.00353.24347.24851.02836.44276.71249.00299.0037000285.30259.25354.50293.10313.00319.00283.80422.3538315308.70330.55304.75232.40298.70243.20320.70803.69512.15381 04369.52352.50386.15360.36329.80419.60393.20373.50550545704448615495.00
556.60885.73839.36466.74842.25506.10536.40695.00562.16545.00846.49860.38467.00416.25458.70563.00460.40432.00545.50466.00510.00552.00489.00696.00585.85485.00523.00578.05369.30471.00384.95467.30846.31746.00547.78572.00538.78602.00544.20506.70661.1559400587.00803.15870.00738.00720.00
7,12714.00015,0006,338
17.0006,9556.9889.5107,3427.136
18.00015.000
5,7145,1156,6767,8685,8795,2507,1106.1576,7086,3916,1049.4797.8006.2868.8956.2474.8365.9999,4216.463
13,00010,93110.9367.5907.4818.3227.5057,2608.9988.3838.975
12.15512.66610.20612.239
Unitrisk Reference
factor, cone., URFURF RIC extrapolated
HO/m3)'1 (mg/m3) (X)
1.55-051.06-043.75-040.06*004.66-030.06*002.36-054.06-067.8E-080.06*000.06*008.76-050.06*001.06-060.06*00O.OE*OOB.3E-078.66-060.06*002.26-064.7E-07O.OE*001.06-041.15-061.86-05O.OE*0000£*000.06*000.06*000.06*000.06*000.06*001.36-030.06*000.06*001.96-05006*001.66-051.1E-04O.OE*005.8E-052.7E-030.06*000.06*00O.OE«00226-050.06*00
O.OE*007.0E-041.16-03 X7.06-011.86-043.56-01
0.06 *OO3.55-O30.06*002.2E*001.85-02006*00 X5.06-03906-023.06-033.5E-021.0E*01 X1.06-016.05-029.06-03306*007.06-010.05*OO7.05-027.05-02 X1.05-015.06-01206-015.06*017.06-012.0E-01306*011.85-03206-041.1E*004.06-03 X1.06*001.46-024.06-02 X3.56*002.1 E-012.0E-02706-012.16-011.46-017.06-043.56-02
RfCextrapolated
(X)
XXXX
X
X
X
XX
X
X
X
XX
XXXX
6of7
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: f+'f, * ':•-, i». .
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SL-ADVi/erelon 3.0: 02/0:
DATA EN TRY SHEET
CALCULATE RGK4ASED SCC CONCEN TRATION (enter -X" ii TfEST box)
YES I X |
ORCALCULATE INCREMENTAL RISKS FROM ACTUAL SOL CONCENTRATION (enter "X1 in "YES" box and rrrrosl sol cone below)
YES I |
EKTER ENTER
ChaiicelCAS No
(numbers only.nodaahes)
cone.
C.
71432
EHTER
Averagesoi
temperature.
T.
CO
EHTERDepth
bdow gradeto bottom
ofendoaedspaca floor.
L,
(cm)
EHTER
Depth belowgrade to top
of Gontamsiaaan.
L,
(on)
ENTERDepth below
grade to bottomof contaninBlan,(entor value of 0
1 value ia unknown)
L.
(om)
1 10 1 K 1 60 1 169
EHTER ENTER ENTERTotals mat add up to value of U (eel G28)
ThicknrjSB
of soistratum A.
IV
(cm)
OfKietrehrmB.
(Enter value or 0)
h.
(cm)
Thicknessof soi
snatumC.{Entei value or 0)
he
(om)
60 1 0 1
ENTER
Sol
sir slum ASCS
•oltype(used to esbmate
aoi vapor
permeebeiy)
ENTER
Uaei-dAiedan arum Aso] vapor
OR permeataMy.
k.(cnV)
S J 1
PTlF-HTCK
Stratum ASCS
toil type
[ COM col ]| PmnvtOT j
ENTI-:R
SKatumA•oldry
tukdmity.
p/lO/arf)
tHTtRStratum A•ol totalpoo.lv.
n*
(uniOeaa)
tHTEBSaatum A
aoi waler-Hedporoaity.
«.*(on'/cm1)
CHTERSB alum A
sol organicoirtion fracbon.
1."(unMteaa)
f-.NTCR
StskimBSCS
»°">P»( Lockup fidl 1| P«n... |
E-HTEBStratum B•oldry
bt* density.
a,"te/cm^
i ff TF:K ENTER tmtR ENTER t:-:N'rER ENTER tniTrH [.NIERStKumB aratumB StatumB Stratum C Stratum C Stratum C Stratum C stratum Csol ton! soil water Jitad loi organic SCS aoi dry aol total loiwstaMed aot organicporosity, poroaity. carbon Motion. soil type buk density, porosity. porosity. carbon fraction.
n1 «.' I.' I L«KV5« | p,c if t.' !_<=
(unMess) (anfltyif) (ursdess) L pMmriM J (g/cnt1) (unMeaa) (cnflarf) (unitjess)
1 S
[•:H"-;REndoatd
•pace
doorttackmaa.
LM
(em)
1 10
EHTERAveragingtime for
caronogeni.ATC
(vr«)
I 1 .67 1
F:WER
SoWtdgpreaaure
(HTerenU.iP
(g/omi1)
1 40 1
EKTERAveragingtime lor
noncarcfwgem.
ATW
(vra)
0.36 1
ENTEREndoaed
apaoefloor
longKi.
L,(om)
1000 I
EHTER
Eiqxauiedurabon.
ED(ya)
026
I:NIT:REndOMld
spacefloor
wtitn.
W,
(cm)
1000
ENTER
Exposure
frequency.
EF(day^yr)
I 70 1 9 1 9 I 206
002 1
E:H!I:R
Endosadspaoa
hsiBfil.
",(cm)
3oD
ENTERTargatriaktor
caronogena.
TRhnta>)
Hfrrxn
Floor -»«1
aeam crack•*«h.
w
(cm)
1 0.1
ENTERTarget hazardquotient lor
noncsrrjnogena.IHQ
(un)h»s)
10E4W 1 1
Uaad to cslouMe nak^Maadsol concsntabon.
1
ENTER
hdooralrvcchange
rafe.ER
(1m)
036 1
1 1 1 1 1 1 1 1
ENHBAverage vapor
flow rate into bkfrj.OR
Lewve btank to cakuWs
Q-HJm)
|— t
i.MI Mii:AI I'Hi HI Kin -i MM I I
Moriry • Honiy'B I ti1tml|>y tit < huqnii t 'uro
low cottalmil law (.ixtalaril va|x»H/nUoM at Noiftidl < a'tam < <Hti|MHtonl Unit I'hyqk.cil
I >iffii»)vily I MfftiafvHy Ml lafetarw.a talniarw a Mm niMmal lnWling Cirth 01 padrttiwi wntnr Hah Kafniem o m\a\o dt
in alt. Ifi wrttai. lamfiarAlura. |oni|K>iatura. (xiilino (Mtlnt. polrtl. lamiwrrtluio. i <Mfft« lart( •oluhlllly. lm.l<ri. I.UIM. m>4l
I). I). H Tn Ml,,, 1n I, K,. n UUI 1*11! lontiwralim
(. m'/>) (i.-n//») (aim m'/m.f) f'C.) (..al/itml) f'K) ('X) {. MI'/Q) (my/1 } (|itf/m') ' (itig/Mi1) ^i,! .(i)
Mlti>r<)7^]^i w>t on f~ ftMTo.i [ /n J /^M; J .»ft-L^H J wv_m I MIW M>I [ i fyT «i).i ] M»J_ «")n_I_]».t*7"x* I _ l
3 o(7
INTERMEDIATE CALCULATIONS SHEET
Exposureduration,
T
(sec)
Source-building
separation,
LT
(cm)
Stratum Asoil
air-filledporosity,
8.*
(cm3/cm3)
Stratum Bsoil
air-filledporosity,
e."(cm3/cm3)
Stratum CAnil
air-filledporosity,
n cua
(cm'/cm3)
Stratum Aeffect iv»total fluid
saturation,
s.(cm3/cm3)
1 2.84E+08
Area ofenclosed
spacebelowgrade,
Ae(cm7)
I 45
Crack-to-total
arearatio,
•n.
(unitless)
1 0.130 I
Crackdepthbelowgrade,
Zo«
(cm)
1 1.06E+06
Soil-waterpartition
coefficient,
Kd(cm3/g)
I 3.77E-04
Sourcevaporcone.,
CIOJTC*
(Hg/m3)
I 15 I
Crackradius,
r™*
(cm)
ERROR I
Enthalpy ofvaporization at
ave. soiltemperature,
MVrs(cal/mol)
ERROR I
Henry's lawconstant at
ave. soiltemperature.
HTS
(atm-m'/mol)
I 8.122 I
Averagevapor
flow rateinto bldg.,
QK*
(cm3/s)
2.68E-03 I
Crackeffectivediffusion
coefficient,D°"*
(cm'/s)
0.614 }
Henry's lawconstant at
ave. soiltemperature,
H'TS
(unitless)
I 1.15E-01
Area ofcrack,
A™*
(cm2)
Stratum Asoii
intrinsicpermeability,
k,
(cm2)
I 9.92E-08
Vaporviscosity at
ave. soiltemperature,
(ITS(g/cm-s)
I 1.75E-04
Exponent ofequivalentfoundation
Pecletnumber,
exp(Pe')
(unitless)
Stratum Aso:!
relative airpermeability,
k«(cm2)
I 0.246
StratumA
effectivediffusion
coefficient,
D-.(cm'/s)
I 6.55E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
Stratum Asoil
effective vaporpermeability,
k.
(cm2)
I 2.44E-08 I
StratumB
effectivediffusion
coefficient,
D'"B(cm2/s)
I O.OOE+00 I
Infinitesourcebldg.
cone.,
CbuMhg
(ug/m3)
Floor-wall
seamperimeter,
XOK*
(cm)
I 4,000
StratumC
effectivediffusion
coefficient,
D"c(cm'/s)
I O.OOE+00
Finitesource
Bterm
(unitless)
initial soiiconcentration
used,
CR
(ug/kg)
I 1.00E+00 I
Totaloverall
effectivediffusion
coefficient,
D«T
(cm'/s)
I 6.55E-04 I
Finitesource
iCterm
(sec)'1
Bidg.ventilation
rate,
Q«*,
(cm'/s)
3.56E+04 I
Diffusionpath
length,
Ld(cm)
45 I
Time forsource
depletion,
to
(sec)
I
Convectionpath
length,
L,(cm)
I 15 I
Exposureduration >
time forsource
depletion
(YES/NO)
I 1.18E+00
Finitesourceindoor
attenuationcoefficient,
<<x>
(unitless)
1 1.70E-04
I 8.58E+01
Masslimitbldg.
cone.,
Cbjdmi(ug/m3)
1 NA
I 0.10 J
Finitesourcebldg.
cone.,
c***,(ug/m3)
1 1.46E-02 ]
I 2.45E+01 I
Finalfinite
source bldg.cone.,
Chun
(ug/m3)
I 1.46E-02 I
6.55E-04
Unitrisk
factor,URF
(ug/m3)-1
7.8E-06
I 4.00E+02
Referencecone.,RfC
(mg/m3)
I NA
I #NUMI
I
I NA I NA IM.63E+00 I 1.66E-08 I 4.14E+08 jI NO I
I END I
4 of 7
HI Mil I!S MM I I
III.-.K HAM I) noil l.l>Ni:l N1MAI10NCAI I .III A1K>N:. INI.HI Ml N1AI HI'.K l Al I III MION'l
llMlx.M Utah IHMCK)
• Oil
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LINK. .
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ixtln
' «".
(unllloal)
I 1 VW -0/P NA -UJ MA I NA
> . ' : • . A .! A'J I I I' -I i MM All • !'i i ' >W il P' Iv 'I ' I1 ! "I '.' II I • •' I I. I Ic AKI I ' I t . '.I III ,
Ml '.'iM.I Ilin vclluui .,1 ' i.iuh ,| mill l.liiillilinuupi Ilia IN 11 HI .Al l.Ii wucknhorri din l.oqu.l i.n iilnly an,I ,1,, n ,1 ,,,|,m-,,,nl n< lunl
1 »CHtM.l."lnovm
IQ-EMO" I
f END |
Soil Res Benz no 3H xl« 5 o(7
VLOOKUP TABLES
SCS Soil Typec:L
LSsscSCLSISICSCLSILSL
K, (om/h)
0.61
034050438
2678047055182040046076160
Sol Properties Lookup Table Bulk DenstyMl/cm) Nfuniless) Mfuniless) n<cms/bm') e,(cm'/cm') Mean Grain Diameter (cm) (9*mJ) e. (cm'fcm1) SCS Soil Name
001496001581001112003475003524003342002109000656001622000330000506002687
1.2531418
1472
1 7483177
1208
1330
1670
1321
1521
18631449
020190293803207042730865201722024610404402430034250398703099
045904420399039003750385038404890481
046204390387
009800790061
004900530117
006300500111
009000650.039
000920018
0020004000440.0250020
000460003900056
0011
0030
1 431481 w162168163183135138137149182
0215 Clay0168 Clay Loom0 1JR Loom
0.076 Loamy Sand0054 Sand0197 Sandy Clay0146 Sandy Clay Loam0 167 Sil0218Srltyday019BSily Clay Loam0 180 Sil Loam0.103 Sandy Loam
Chemical Pmperhes Lookup TableOrganK Pure Henry's Henry'scarbon component lawconsbnt law constantpartition Difliavity Dimnivity water Henys it reference rate moo
coefficient. ii air, r water, solubility. law constant temparalire. temperature.K« D. D. S H' H TB
CAS No. Chemical (cma/g) (cm!/s) (cm!/s) (mg/L) (unless) (ahi-m!*nol) (°c)
56235 Carbon tetochloride57749 Cntoroane58899 gamma-HCH (Undone)60297 Eliyl ether60571 [JeMrin67641 Acetone67663 Chloroform67721 Hexachtaroetiarw71432 Benzene71556 1.1.1-TnohtaroBthane72435 Methoxychkr72559 DOE74839 Methyl bromide74873 Methyl chloride (cntorometiene)74908 Hydrogen cyanide74953 Metiytaie bromide75003 CHoroahane (ethyl crtoride)75014 Vnyt chloride (cMoroetwne)75058 Acetonttrile75070 Acetaldehyde75002 Methytenechtoride751 50 Carbon deullda75218 Etiyteneoride75252 BromoTorm75274 Bromodichlcmnetiane75296 2-ChloropTODane75343 1.1-acntoroehane75354 1.1-Dichtoroetyene75456 Chlorodtluoramelhane75604 TneHcroftjorometiane75718 DohlonxMuaromelriene76131 1.1.2-Trichlcro1.2,24rilluoroetiar76448 Heptachtor77474 Hexacntaroeyotapenlediene76831 bobutanol78875 1.2-OichloiDprapane78933 Matiytathy*elone(24»ltanone)79005 1.1.2-Trichloroelhane79016 TricHoroethylene79209 Meliylaoekile79345 1.1.2.2-Tetachtaroeti>ne79469 2-Ni»opropene80626 Methyhmtiaaylala83329 AcerHphlhene86737 Fluorene87683 Hexachloro-1.3-buuKiene88722 r>Nitololuene91203 Naphlialene91576 2-Metiyluphlwlene92524 Biphenyl95476 o-Xytane95501 1.2.0ichkJrobenz«ne
1 746*02120E*05107E»035736*002 146*045 75E-01398E*011786*035 89E*011 106*029 776*044 4764081056*012 126*003806*001 266*01440E*001866*014206*001066*001.176*014 576*01133E.OOB71E*015506*01914E«003 166*01589E*OT479E»014976*024 57E*021.11E*041 416*06200E*OS2596*004376*012306*005016*011666*02326E*009336*011176*016986*007086*031 386*045376*043.24E»02200E*032 816*03438E*033636*026176*02
78064)21 1864)2142E-02782E-021 256-021 246-011 04E-01250E-038806-027806^)21 56E-021.446-027286-02126E-011936-014306-022716-011066-011 28E-011 24E-01101E^)11.046-011 0464)11496-022966-028686X127.426-029006-021.016-O18706-026656-02760E021.126-021 616-028606-027 826-0280864)2780E027906-02104E4)17106-029 23E-02770E-024 21E-02383E-02561E-02587E-02590POT522E-02404E-028706-026BOE-02
8806064376-08734E-06861E-064 74E-061 14E-051006-05680E-069BOE-068806-064466-06587E-081216-05650E-06210E-05844E-061 15E-051236051.66E-051 41E-05117E-051 006-051456-051036-051066-051 016 051056-05104E-051286-05970E-06992E-086206-065696-087216-089306-088736-068806-088606-069 106-06100E-05790E-06101E05860E08769E-08788E-06816E-03867E-06750E-067 75E-06B15E-061006-067906-06
7936*025806027.306*005686*04195E-01100E*06792E*03500E*011 79E«031336*031 OOE-011206-011.526*04533E*031.006*061.19E*045 886*03880E*03100E»08100E*06130E*041 196*033046*053106*038746*033736*03506E.032i5E*O32006*001 10E*03280E*021706*02180E-011806*008506*042806*03223E*054426*031476*03200E»03296E*031.706*041506*043576*001986*003206*00650E*02310E»012.46E*017.456*001786*021 56E*02
124E»001996-03573E-04135E*006186-04159E-O31506-011596-012276-017036-016466-048596-042.55E-013616-01544E-033 52E-023.61E-011 10E*00142E033236-038S66-021^46*00227E-022.416-02854E025.93E-012306-011 07E»001.106*003976*001.406*01197E*016056*011.106*004836-041156-01229E-033.736-02421E-014846-03141E-025036-031386-026346-032606-033336015116-041986022.126-021236-02212E-M7.776-02
3036-024856-051406-05329602151E-O53 876-053666033886-035546-03172E-021 5BE-062096-05622E-03880E-03133E-O48596-04E.BOE032696023456-067 876-062186-033026-02554E-045886-041606-03145E-025616-03260E-02270E-029686-023426-01480E-011486*00269E-021 186-052796-0355BE-05911E-04103E-021 186-04344E-041236-04336E-04155E-046346-058136-03125E-054826-04517E-042996-045186-03190E-03
25252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
EntialpyofNormal vaporization attailing Critical the normalpoint. tmperalie. boiling poiit
TB Tc 4Hy>
<"K) ("K) (calAnd)
34990624245965530750613323292033432458003532434724651026384427671249002990037000285302592535460293103130031900283604223536315308.7033055304752324029670243203207060369512153810436952352.50386153603832960419.603932037350550.5457044486154950049114514i6529104176045357
5566088573839364667484225503.1053640895005621654500848498603846700416254567058300460404320054550468.0051000552.00469006860058585465005230057605369304710038495487.30846317460054778572005367860200544205067066115594.0056700803158700073800720007484076100789006303070500
7.12714.00015.0006.338
17.0006.9556.9889.5107.3427.138
16.00015.000
5.7145.1156.6787.8685.8795.2507.1106.1576.7066.3816.1049.4797.8006.2866.8956.2474.8385.9999.4216.463
13.00010.93110.9367.5907.4816.3227.5057.2608.9968.3838,975
12,15512.66610.20612.23910.37312.60010.890e.eei9.700
Unit PhysicalnsX Reference stale at
factor. cone . soilURF RfC temperature.
(ugAnY (moAn3) (S.LG)
156-05106-04376-04006*00466-03006*00236-0540E-0678E«006*00006*00976-050.06*00106-06006*00006*00B3E-07B8E-080.06*002.26-08476-07006*00106-04116-061.86-05
006*00006*00OOE*00006*00006*00006*00006*OO1.364)3006*00006*001964)5006*00186-051.16-04
006*005864)5276-03006*000.06*000.06*002 264)5
O.OE*00OOE*00006*00006*00006*00OOE*OO
OOE*0070E4M1164)370E4>11864)4356-01006*00356-03
OOE*00226*001864)2006*005064)390E4123064)335E4I2106*011064)1606-0290E4>3306*007064)1
0.06*0070E4I27064)210E4M5064)120E4I1506*017064)12064)1306*011864)320E4M11E*004064)310E*001464)240E4>235E*002164112064)270E4)121E4)114E4M70E4M35E4O30E-0370E4B18E-01706*002064)1
LSSLSLLSLLSSQLLLLQLLLLLLLLLLLLLLSLLLLLLLLLLSSLLSSsLL
URF RfCextrapolated extrapolated
(X) (X)
X XXXX
X
XX
XX
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XX
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Soil Residential Naphthalenewithout 3 ft additional soil cover
. . . " •" . ; - . • '. -j/%0.pj-'-".'--.-_" i • .
r - " . - . -
'
B H 1 - ^ ^ ^ - - - ' ' -•;,-. : r?^3!f -, ' • "'2,
4:.:, l ^ fc tM^^^*"'1 :i;' "'- &lfe ',v&:"-- *
•'- '••^•;iiif>%'<' ;/.i •:'*?: -«.'.,! • - . - • - • • ' , • ' • • ' < : • '': '.:" -5T<:'y: "-,'"••fte'teff. , : • . ' ^;* f- ' "• •-. ' . ;: VTvV -JrvT'1-.1-.- •• -.-
DATA EN TRY SHEET
CALCULATE RGKOASED SOL CONCENTRATION (enter TT in -VES" box)
YES
ORCALCULATE INCREMENTAL RISKS FROM ACTUAL SOL CONCENTRATION (ml* -JT «i "YES" bn mi noal Ki cone.
YES I U
ENTER ENTER
CherriedCAS No
(number! orwy.no aaahei)
oonc.,C.
91203 Naphthalene
ENTER
Averageaoi
Tt
TO
ENTERDepth
below gradeto bottom
ofendoeedapace floor.
L,
(cm)
ENTER
Depftbelowgrade to top
L,
(em)
ENTER
grade to bottomof corfemnaeon.(enter value of 0
i value n unknown)
L.
(cm)
1 10 1 15 1 80 1 leg
ENTER ENTER ENTERTotals must add up to value of L, (eel G28)
Ttvckneaaof aoi
atraeinA.IV
(cm)
TTxokneiadeoi
atratumB.(Enter value or 0)
(cm)
Ttadoieaaof aoi
alratumC.(Enter value or 0)
he(cm)
eo 1 0 1 0
ENIERSol
•datum ASCS
(uaed to eabmateaoi vapor
PErmeaMtv)
S 1
ENTER
Umer -definedatratumAsol vapor
OR pwrneat*ry.
k.
1
1 MORE 1
1 * 1
1 MOflE 1| ij> |
r EH? i
ENTERStratum A
SCSceil type
f LadnjpM 11 Pinraltn 1
1 s
Endoaed•pacefloor
Hackneaa.1™,
(cm)
1 10
ENTERAveragingarm for
eardnogana,ATC
(yra)
I 70
ENTERStratum Aaoi dry
bukdeneity.
p.*(0/cm1)
1 187 1
ENTER
Soi-bkkj.preiaura
dinerenbel.IP
(jXon-s^
1 40 1
ENTERAveragingtime lor
noncarcinogena.AT*;
(fa)
1 9 1
ENU:R
Stratum Aaoi totalporoairy,
n*
(unHeea)
0.39
Endoaed•peoaDoor
KngOi.L.
(cm)
1000
ENTER
Expoauraduration.
EDfyia)
e
ENTl-TTStratum A
aoi water filedporoaity.
«.*(cm'/crrr1)
1 0.28
ENIV-REndoaed
apacefloor
width.W,
(cm)
1 1000
ENTER
Exposurefrequency.
EF(daya/yr)
1 208
EHTCiRSir arum A•oi onjviic
carbon fracban.
t«*
(unifeaa)
002
ENTER
Endoaadapaceheight.
H.(cm)
309
ENTERTergetnit lor
cardnogena.TR
(unaleaa)
IvNTCRStratum B
SCSaoi type
1 LodupSdl 1| P. .«I J
1
Floor 4»ala«am crack
wioTh.w
(cm)
1 01
ENTERTarget hazardquotient for
nonceronogena.THO
(uniBeas)
10E-09 1 1
Uaed to calculate nek-baaedaoi concentration.
f.NTBlSfraaanBaoi dry
bukdanaty.
P."
1
ENTER
Indoor•v exchange
rale.ER
11/h)
0.35 1
ENTER ENTT:H fNT>:T* ENTERStratum B Stratum B SfrenjmB SbatumCaoitotd aoilwaler led aoiofganic SCSporoHity. poroaiy. carbon fractian. aoi type
"" «.' !«' [ L-«WMI
(urxtleaa) (an'larf) (unibeaa) I Ptr-m-*f»
1 1 1
KNITT*Average vapor
flow rate Ho bMgOR
Leave Hank lo cekulere
Q-(Urn)
| |
F.NTF.:T< ENTKR t:NirR ENTERStratum C Stratum C Stratum C Stratum Caoi dry ioi total aoi water-fled aoi organic
fat* demity. poroMty. poroarty, carbon haobon.
P.c "' C «,=(g/cm") (untttma) {cnf/on1} (uniHen)
i i i
Oil MM.At I'MlHI Mtll !, Mil I t
t Itjnry'B I Inruy« I nllutlpy t>f < fcunnfcj I 'uta
low < (irtQlattl law ( (in»1rt(tt vdlMilt/rtlion at N'Miiml rrtr|«M) t.triti|MtMen| Urnl Iliyvkj*)
IMIumivttY A) totoiotv a inttHotH.o |ha liiHtntll ti<Mlm(j ( (Hti.rtl |x|'lllh*tl Well at tt«h UafotDtw.a ttlrttu 01
In All, In Wrtloi. loitiiwalitrn. toni|x*irtlurn. NtJtinj |Mi4ti1, pn4nl. |arn|Mit(l(tMM. rtmffk.kint. aolutrilHy. tqi.tix. i.ui*. , «t»4l
0. I). M lr, Atl,» '« '• *»• •' "Ml l<l('- Ior.i|wia(uto,
(•.(»'/•) (..Mi1/*) (n1r» HI'/niiil) f'll) (i.dl/mnl) C'*<) ('X) (i.m*/yj (rnu/t ) (jiy/m 'j ' (rny/ni1) ft.t ,(i)
3 of 7
INTERMEDIATE CALCULATIONS SHEET
Exposureduration,
T
(sec)
1 2.84E+08
Area ofenclosed
spacebelowgrade,
AB(cm2)
Source-building
separation,LT
(cm)
I 45
Crack-to-total
arearatio,
n(unitless)
Stratum Asuii
air-filledporosity,
B.A
(cm3/cm3)
I 0.130 I
Crackdepthbelowgrade,
Z™»(cm)
Stratum Bsuii
air-filledporosity,
6."
(cm3/cm3)
ERROR I
Enthalpy ofvaporization at
ave. soiltemperature,
AH,.TS
(cal/mol)
Stratum Csun
air-filledporosity,
e.c
(cm3/cm3)
ERROR I
Henry's lawconstant at
ave. soiltemperature,
HTS(atm-m3/mol)
Stratum Aeffectivetotal fluid
saturation,
s.(cm3/cm3)
0.614
Henry's lawconstant at
ave. soiltemperature,
H'TS(unitless)
Stratum Asun
Intrinsicpermeability,
k,
(cm2)
I 9.92E-08
Vaporviscosity at
ave. soiltemperature,
UTS(g/cm-s)
Stratum Asoil
relative airpermeability,
k.
(cm2)
I 0.246
StratumA
effectivediffusion
coefficient,
D'\
(cm'/s)
Stratum Asoii
effective vaporpermeability,
k.
(cm2)
I 2.44E-08
StratumB
effectivediffusion
coefficient,
a".(cm2/s)
Floor-wail
seamperimeter,
X™*
(cm)
I 4,000 |
StratumC
effectivediffusion
coefficient,
D-c(cm2/s)
initial soiiconcentration
used,
CR
(pg/kg)
1.00E+00 I
Totaloverall
effectivediffusion
coefficient,
D*T
(cm2/s)
Bidg.ventilation
rate,
Qbuttog
(cm3/s)
3.56E+04
Diffusionpath
length,
L,,
(cm)
J
Convectionpath
length,
Lp(cm)
1 1.06E+06
Soil-waterpartition
coefficient.
K<i
(cm3/g)
I 3.77E-04
Sourcevaporcone.,
CKUTC*
(ug/m3)
I 15 I
Crackradius,
raick
(cm)
12,913 I
Averagevapor
flow rateinto bldg.,
OK*
(cm3/s)
1.52E-04 |
Crackeffectivediffusion
coefficient,D™*
(cm2/s)
6.54E-03
Area ofcrack,
AO«J,
(cm2)
I 1.75E-04
Exponent ofequivalentfoundation
Pecletnumber.exP(Pe')
(unitless)
I 5.20E-04
Infinitesourceindoor
attenuationcoefficient,
a
(unitless)
I O.OOE+00
Infinitesourcebldg.
cone.,
Cwung
(ug/m3)
I O.OOE+00 I
FinitesourceBterm
(unitless)
5.20E-04 |
Finitesourcey term
(sec)'1
45
Time forsource
depletion,
to
(sec)
I 15 I
Exposureduration >time forsource
depletion
(YES/NO)
I 4.00E+01
Finitesourceindoor
attenuationcoefficient,
<o>
(unitless)
I 2.29E-04
! END
I 1.63E-01
Masslimitbldg.
cone.,CbuKton(ug/m3)
I NA
J
I 0.10 I
Finitesourcebldg.
cone.,
Ctaan(Mg/m3)
I 3.73E-05 I
2.45E+01 I
Finalfinite
source bldg.cone.,cM*n(ug/m3)
3.73E-05 I
5.20E-04 I
Unitrisk
factor,URF
(ug/m3)'1
NA I
4.00E+02
Referencecone.,RfC
(mg/m3)
3.0E-03
I #NUM!
H
I NA I NA I 1.50E+00 I 2.50E-11 I 2.62E+11 I NO ]
4 of 7
Ml Mill in SMI I 1
KIHK KAMI I) SOU (ONC.I NtUAtloN I'.Al Clll AIION'l iNi 1(1 Ml N1AI UI'iK CAI CIU Al l< INU
IrK.mnipnfal Hrt/gtil
It w|t xrf ImfcMrt Ki»k |»(iat»l I Itml "ak htmi f|i*<rikari1oa|xMtuta oi|MMutt* It 11 It KM ?Utll liMt<MW V(t|N» friitn V«|KM
•iWl *t)4l oifMMuftt •ohj/rtlHJfi vifNMiiMtf lnlrit«ldfi In InliiAkm InC^ttKJ , IX)(M) . •till Cttttt: . •till tllitlMH Mir, llMhtl}f Air.
(nnHloBtt) (unlllttBB)
[ BCHOliDOWN
LjPJl'-Jffil
-END
| NA 1 1 HlL'Qft J J <1l"'0h' f' ^1 'PO~I 1 *<M *"6 1 I ,_^ NA. " [ ' NA
Ml ' . ' - A tl A'- l l ' I I'l!' iM M M M A - * v i >• i . >W .! - ' N- ' I : I1 >• I'l '.', M I* • U I ItH In AMI » ' ( • ! M M ,Ml ' . * > A < tt I Im vtllutitt i if t. si n n i. u din I I hulldiMg itti Mm IN II K* .Al CM woikolmol at a hdnuM un unity nn.l ilu fm( inpi
Soil Ret Naph no 3 H.xlt 5 of 7
! !
VLOOKUP TABLES
SCS Soil Type~
CL
ISSSCSCLSISICSCLSILSL
K.(Cmm)
0610.34
0.50
4382678047OSS1820400.46
076160
Sol Properties Lookup Table Bufc Denalym(1ran) N(uniless) M(unilns) iUcm'tan") »r(cmW) Mean Grain Diameter (cm) (Qfcm1) Mon'tan1) SCS Soil Name
001496001 561001112003475003524003342002109000658001622000830000506002667
1253
1 4161 4721 7463177
1208
1330
1679
1321
1 5211663
1449
020190293803207042730685201722024810404402430034250398703099
045904420399039003750385038404890481
048204380387
009800790061
004900530117
006300500111
009000650039
000920016
00200040004400250029
0004600039000560.0110.030
1.43
148150162166163163135138137149162
0.215 Clay0168 Clay Loam0 148 Loam0 076 Loamy Sand0054 Sand0197 Sandy Clay0.1 46 Sandy Ctoy Loam0 167 Sit0216 Silly day0 198 Slly Clay Loam0 180 SHI Loam0.1 03 Sandy Loam
Chemical Properties Lookup TableOrganic Pure Henry's Hen/a
partition Dtftaivily Dtnbsivity water Henry's at reference referencecoefficient. in air. in water. sotubiily, law constant temperatre. temperature,
K« D. D. S VT H TR
CAS No Chemiol (cm' j) (cm'/s) (cm!;s) (mo/U (uiltess) (ahi-m'*nol) (-C)
56235 Carbon tarachlonde57749 Chtordane58899 gamma-HCH (Undone)60297 Eliyl ether60571 DeUrin67641 Acetone67663 Chloroform67721 Hegcachloroatiane71432 Benzene71556 1.1.1-TrioHoroelriane72435 Methoxyohlor72559 DOE74839 Methyl bromide74873 Methyl chloride (chtoromelnne)74908 Hydrogen cyanide74953 Meliytene bromide75003 CNoroetiane (ethyl chloride)75014 Vinyl chloride (ohtoroetiene)75058 Aoeknitrile75070 AcriaUehyde75092 MethyterM chloride751 50 Carbon dsuride75218 Eliylene ornde75252 Branoform
75296 2-CHoropropana75343 1,1 DKrtcrohane75354 1.1-DcHoroelhytane75458 Chlorodiluoramelhene75694 Trichtorofluororneliane
76131 1.1.2-TricHcro-1.2.2-lrilluoroatiar76448 Heptachlor77474 HeMoraorocyotopentodKine78831 taotjutanol7B875 1.2-nchtaropropene78833 MeHyMhyketone(2-butancne)79005 1.1.2-Tltchlorrjetham79016 TilcHnuettiyteiie7B209 Metiyl aoalale79345 1.1.2.2-Tetoohtoroetiane79469 2-Mkoprcpene80626 Metnytmetiaciylato83329 Acenephlhene86737 Fluorene87683 Hemohkro-1.3-butariene88722 o-rttotakjene91203 Naphtielene91576 2 Metiyhaphtialene92524 Biphenyl95476 o-Xylene95501 1 .2 QcHarobenzwie
1 746*021206*05107E*035736*002146*04575E-01398E*011 7BE*035896*011 106*02977E.044476*06105E*01212E*003806*001266*01440E*001866*01420E«00106E*001.176*014576*011 336*008716*015.506*019146*003166*015B9E*01470E*01497E«O2
1.116*041416*062006*052586*004 376«01230E*005 01E.011666*02326E«00933E<011 17E*01698E.OO7086.031 38E.04537E*043246*02200E.03281E.03438E.033636*026176*02
7BOE-021186-021 42E-02782E-021256021.246O1104EO12506O3880E-027806O2156E-021 446 02728E-021^66011936-01430E-02271E-01106E-01128E-01124E-011 01E-01104E-011.04E-01H9E-02
B88P02742E-02900E-02101E-O1670E-02
7BOE-021 12E-02161E-02860E-027 B2E-028086-02780E-027906021.04E-017.10E-02923E-02770E-02421EO23.63E-02561E-025 876-02590E-O2522E-02404E-02870E-02690E-02
880E-064 37E-06734E-06861E-084 74E 061 14E-051006-05680E-069806-06880E-064466-06587E-08121E056.50E-06210E-05844E-OB1.1SE-06123E-05166E-051.41E-051176-051006-05145E-051.036-05
1016-051056-05104E-05128E-059706-08
8206-06569E-067216-069X6-068736-08980E-068806-060.10E-OB1006-057906-081 016-058606-O6769E-087886-06616E-068676-087506-06775E-068156-06100E-057.90E^»
7.93E^C5606-02730E«0056BE.041956-011006*06792E«05006*01179E.031336*031006-01120E-011 52E*045336*03100E*061 19E*045686*038806*031006*06100E*061 306*041196*033046*053106*036 746*033736*035066*032256*032006*001.10E*032 80E*021706*02180E-011BOE»008506*042806*03223E.064426*031 47E«032006*03296E.031706*041 506*043 576*001966*003206*006506*023106.012 46E*01745E»001 78E*02156E»02
1 24E.OO199E03573E-04135E.OO6186041596-031 506-011596-012276017036-016466048596-04255E-013 616-015446-033526-023616-011 106*001426-033.236-038 966 021 246*002.276-022.416-026 54E-02593E-012306-01107E*001 106*0039'E*001 406*011 976*016056*011 106*004836-041 156-012296-033 736-024 216 )14846031416-025036-031386-026346032606033 336 015116-041.986-022 126-021236-022126-01777E-02
303E-024856051406-053296-021516-053876-053666033886-035546-031 726 021 586-05209E05622E-038806-03133E-04859E-048806-03269E-023456-05787E-05218E-03302E-02554E-04588E-041 60E-031456025616-032606-022706-029686-023 42E-014806-01148E*002696-021 186-052796-035586-059116-041036-021 186-043446-041236043366-04155E-04634E-058136031256054 826 04517E-042906-045186-03190603
25252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525
EntiatoyofNormal vaporization atbeing Critical the normalpoint. kgmperatre. boiing pctntT, Tc AH,.
(°K) (°K) (calhid)
3499062424596.55307506133232920334324580035324347246510263644276712490029900370002853025925354602931031300319002836042235363 15308.7033055304752324029670243 2032070603695121538104369523525038615360363298041960393203735055054570444861549500491 1451426529104176045357
556608857383936466748422550810536.4069500562165450084849860384670041625456705830046040432.005455046600510.00552.004680069600585 8548500523.00576.053693047100384 9548730846317460054776572005367860200544205067066115594005670080315870007380072000748.4076100789006303070500
7.12714.00015.0006.338
17.0006.9556.9889.5107.3427.136
16.00015.0005.7145.1156.6767.8685.6795.2507.1106.1576.7066.3916.1049.4797 8006.2866.8956.2474.8365.9989 421e]463
13.00010.93110.9367.5807.4818.3227.5057,2608.9988,3838.975
12.15512.66610,20612,23810.37312.60010.8908.6619.700
Uril Physicalrisk Reference stale at
factor, cone.. soilUR6 RfC temperature.
(lO*n!)'' (moV) (S.LG)
15E-0510E-04376^)4
006*0046E-03006*0023E-05406-O6786-06006*00006*0097E-05006*001.0E-06
OOE*00006*0083E-07B8E-06OOE.OO22E-0647E-07OOE'OO1 OE-041 16-061 86-05006.00OOE.OO006*00006*0000t*00006*00OOE.OO13E-03
006*00OOE.OO196-05
006*00166-051 16-04
006*00586-05276-03006*00006*00006*00226-05
OOE.OOOOE.OO006*00006*00006*00OOE.OO
006*00706-0411E-03706-01186-04356-01006*00356-03006*00226+001B6O2006*00506-O39.0E-023.06-03356-02106*01106^)160E4J290603306*00706-01
OOE.OO7.06-027 OE-02106-015060120E-01506*0170601
30E*011BEO3206O4116*0040603106*00146-0240E0235E*0021EO12060270EO12160114E017 060435E0230EO370EO218EO1706*00206O1
LSSLSLLSLLSSaLLLLaLLLLLL
LLLLL
LSLLLLLLLLLLSSLLSSSLL
URF RfCBxtrapctoM extrapolated
(X) (X)
X XXXX
X
XX
XX
XX X
X
XX
XX
XX
XXXX
XXX
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