125
'*f< 0000 Barr Engineering Company 4700 West 77th Street Minneapolis, MN 55435-4803 228767 Phone: 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. P:\13\49\015\Risk UpdateHJSEPA Submittal\comment response\Tech Memo revision 12 5.doc

BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

' * f< 0000

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.

P:\13\49\015\Risk UpdateHJSEPA Submittal\comment response\Tech Memo revision 12 5.doc

Page 2: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Subject: =r.ts«c Sc i C*a".: _t .« s5 20C3l 006 _ Page 2

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:

Page 3: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13\49\015\Risk UpdatettJSEPA Submittal\commcnt respoiueYTech Memo revision 12 5.doc

Page 4: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Jtr-.a-js.e~ C-c - 3re*"<* a-x: j_.« S.'lva-Se-l Ciei-v.:: _«.« »

Case ;«c«'-c«' 5 23C3Project: 'aAS-C'S .5^ 306 Page A

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

Page 5: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.

P:\13\49\015\Risk Upd»te\USEPA SubmitUfcomment respoiueYTech Memo revision 12 5.doc

Page 6: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

To: .VUGAC P G TJU pFrom: •*!"> 3»6yi Jim ..j-ijvtr1 Cc '•- 5-cw-jcw i-x: J-I>e S_ va-Subject: R«vs*3 Sod Ciea-ic: _e.«-sDate: :>ar*»f5 20C3Projtct ra<S-0~5.tSL006 Page 6

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

Page 7: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13\49\015\Risk Updatc\USEPA Submittal\commcnt responseYTech Memo revision 12 5.doc

Page 8: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

To. *VUGACP GroupFrom. ii-~, 3«cy« Jirr _»->;s»~ Cs^r 3rftm*t lie J.:« Sji

Dxe 2«c«f-0tf5 20C3'34S-C15.IS1.006 _ _ _ Page S

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

Page 9: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13\49\015\Risk UpdatettJSEPA SubmitUl\comment resporaeVTech Memo revision 12 5.doc

Page 10: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Group-».-> D«OY« Jim i-<;«5- Coir Brcwiio-w ind Jul«* Sv-Krva-3«vrs*S Soil Cleanc: ^e.«-s

Cxtt 3*c»rTt»«r 5 20C3Project: • S «S-r 5 JS;. 006 _ Paq« 10

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

Page 11: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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,

P:\13\49\015\Risk Update\USEPA Submittal\comment responseYTech Memo revision 12 5.doc

Page 12: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

To: /AKiiCO GrotjDFrom; ~1T> D»ev«. Jwr- _j-£ve:r Cctr t^ow-iow and J^'je S1-

Dale: 3*=»r*«r 5. 20C3Project: • S <S-C ' 5 Si. 306 _ Page 12

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

Page 13: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 14: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 15: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13\49\015\Ri»k Update\USEPA Submittal\commait retporaeYTech Memo revision 12 5.doc

Page 16: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

To :Pro-rv. -!">• ^«e>«. Jin- La-^s*-.- Cc ..- 5nv*-c» arxJ Jjbe Sj!: ,-a-

Soil Cl»a-u.: .«.«s23C3

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

Page 17: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 18: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

- *-~j. '• •• i- _— - --. . •. ' '"; ''• v^.*;^-,'''5 . • ' .f~y"-^"fr"" s"5>."^p . - • - r -^.V' "-• - •

Page 19: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13\49\015\RiskUpdate\USEPA Submittal\commentresponse\Table 1 revisedxls

Page 20: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.

P:\13\49\015\Risk Update\USEPA SubmittalVcomment responseVTables 2 & 5.xls

Page 21: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.

Page 22: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13\49\015\RiskUpdate\USEPASubmittal\commentresponse\NewTable4.doc

Page 23: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 24: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Figures* " ~ "s i sura.

•i-

-iwi^^^^^^^^ -::''::$y'"k;;n'f"' \''^;'l^fS^^';<k:Kr::-v^5£'W:'. J-*:^^-;'^'^;;^;^^^^*'^^*'-' • -'"

Page 25: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 26: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Appendix A

' -

Page 27: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 28: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 29: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 30: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 31: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 32: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 33: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 34: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 35: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 36: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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?

Page 37: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 38: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

"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 • ,

Page 39: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 40: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

~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»\ ;•

Page 41: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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)

Page 42: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

"«*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

Page 43: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 44: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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*

Page 45: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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)

Page 46: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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;

'-*•

Page 47: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 48: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 49: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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)

Page 50: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

*^^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

Page 51: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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)

Page 52: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 53: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Appendix BSoil Screening Guidance Models

andVapor Intrusion Models

- - • • < •

., '.Jjfj.^Lj.^'r. -;;•' •

^ *£^» ..;m-i A^ifrs^^i^^

'•• "s TS1"1 • •*• ;•*" .' '; • • • " :'' - • >":

Page 54: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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).

Page 55: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Soil Screening Guidance for Chemicals -Model Calculation Output

Page 56: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

loil Screening Guidance, Superfund, US EPA

Superfund

ltional ' Child Page 1 of:

U.S. Environmental Protection Agency

Sites

Programs

Regions & Partners

CommunityInvolvement

Health & Safety

Law, Policies &Guidances

Information Sources

About Superfund

Conferences

Recent Additions | Contact Us | Search:) E3

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:

Page 57: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.'

Page 58: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Sites

Programs

Regions & Partners

CommunityInvolvement

Health & Safety

Law, Policies &Guidances

Information Sources

About Superfund

Conferences

Commercial/Industrial c Page 1 of •

U.S. En v/ronmenfa/Protect/on AgencySuperfundRecent Additions | Contact Us | Search:) t£d

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:

Page 59: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

/ : »< ) ( • 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 60: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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:

Page 61: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 62: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Sites

Programs

Regions & Partners

CommunityInvolvement

Health & Safety

Law, Policies &Guidances

Information Sources

About Superfund

Conferences

^Superfund

Construction/Utility Page 1 of-

SuperfundRecent Additions | Contact Us | Search:) H3

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.'

Page 63: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 64: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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:

Page 65: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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:

Page 66: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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 -' '\ ' '

Page 67: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.:;-:.'..:.-

Page 68: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 69: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

*\

Page 70: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 71: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 72: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 73: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

B3A74B&47H n

BHAOlVtWI/H 7 (Lhh•MM I 7 4MUM 1.J.» l1X1111 MMTiyll OTVM«

ftAOBO Ml 0i«rllwtl*M

UIHJ61 Nl«i*«nl

10O4I4

10047S Hv10044/1 00(13 / B«iMU*hv<t«

101HA1 n HivyilOT'*104A1A n

IOA471 |> Xy*IOO4B7 1 4 DlOrtlM 1 t Iinflow .10/<Ufl AnnWn107DJI7 i ,1 OMiIll/Ill A«>4i«*10AOM

10A10I U**iytanfculyk<li»i« (4 m.0,,1 .

iM |*r)iyt»i*» Jri

IOMI7A I 1 ft 1iim«lhyfc»i»n>10*873 MMhvtorolohtuni

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

I7DOOO ly.n.117B40 l>«u>nrnt«.n

11MW1 Mm lliityllKiiinn*14UWI llhyUn.11,1.

1MWC3 nto .IMVinn turn30MW3 U«n/«<li)ftui««nlti.n«

71A010 Chiyim100007 Akkiniio«4n ,1,4.. 111:11 (nipiw line.Mini 1.3l)mhlrjnh*iinn>M1IM\ 1.1nl07(« 1.1.1.3 l

1HM044 M1MI741BU/0 Mviny (

7 or*, .pi

7I1U.01Ut-iOl

It* >071 71.07HM-'OJ1M..01

404LIU• 70J.07

4 UN-.003 Of*-.01

4 Mil. >0>6 77S*O1a 4* .01

4M»>01

6 n3t.07

I 111*01

mat .07n 171 *077 61* .01

1 OIL-01

7 701 .00I 741 .01AW*. .00

OOfll .004 07k.07t IN .01

7 AN >01

1 A7F "077 101 >071 77r>01i nn .014 Ml .011 664 -013141 .01

6 MX .04

1 1H .01

1 1 bm«rll»n. (rhlntnp ni

onnr.07n 441 >oo1A6I .01

r. 761 .01i 7N <on

7464.0(11 714- .0.1

1 OAI. .014 671 .01

I 701. .000701 >01

toil, tu• out 077 10H O7«7«t(V

aim 07AOOtU3

7 7M..07 710C03

8011 03

8704 (13

7 171 0774M 0110AI 01

1 041 01

1 771 016601 07

7AM 077000 O7

7 SBf 07A 701 07

7 1OI 07B?W 071041 017 OOt 01

n07l 07

1 18F O76471 07

100F07

OAflF 07I OOF 07

I 17F 01A MF 07770F 077 77F077 MT 07B70I 07

I 17F 077 Ml 07

7071 07

7 71* 07

7 4AF 0}

1 VI 07

147F07A 071 07

A7« 07

1 101 07t O3I 01

1071 03

7 M*. in7 7M- On

1 II*. O»7 u«- in

7 U3L (n

7 u*. onI ml in• 17L Ort• U3L On

7 u* inA 714 inAn* (nI not: onAn*, on7 n* unBO/L oa7 AH (nA 171 onA 441 (H

7 in* (ni 114 oni O on1771 on0 u* (n1 ML onBT<* in7 ft* on7 m» onA n7i onA 7UI- OA

AH* inA 71* OHI 001 OA

I 771 (W7 771 Ofl7 611 On

4 n/n on6BII onA 7H On

1 071 O6

1 IW4 on

1 VF 061 OH Oft

ATI* 017 741 OnAon onA 171 on070F OAi in oni 114 or.Ann) onB7ii on4 nni on7 VI onr nn. oni dot on7 IK*, oni onl OAam on

1 II*. .01

7 4M- .01

7 4 Won

l not .0733C*-.04

nam-.m1H7L.O17ttlH .ol

nut .01n i n. .0170M.01i nut .m> lot .07636t.03IV* .01not* .017001 .001 AM .117

7 Ot* .1)1

4 1A4 .1)1

7 Vll .117

7 1.11 "06

7001 '04

1 01* .(M

1 All >O7

7001.001 4(4 .01

A7M *07

4 771 *071 in '011 It* .04

1 741 -01

1 771 '046104 01

6001 014 AM .01

1 not .04

7001 .01

7641 •«

7 On "07l int.nol lor .on104P.00

noil .04inot >oinm .01i not 01nioF 011 701 O7

7 on-*ooi ML.077 not. .01i in-.oinin'..047001 .01

l mt-ai1 171.071 3JLIU3 I3t0l

7 77LO7I MM- O77 63LO1

I A7L 077MLO1

144L.O74 A7LO14 74L-014 »i at

133L01

1 171-01

1 lOttO0711. O4

4 171 Ol

BMLOI

1 I1L Ol0631 07

1CMI (U

lOILKIl4 DM. 01

4001 Ol4 3ILO)

7 OH-07BA4LO11001 01

7411 01

4 771 .00

7 /71 011 All 01

A OIF 01

771tV OlAA7I .Ol7 Ml 044 Ml O4

640T 076A1F 07

7001 04

170F07I OIF 074 81F 01

7 61F 014 nnF 0461AI- O4

6 IMF 01

i n/F 011A4F 014A4F 011A7I 01

nonF 014 14F.O4

1 771 017 741 010 OOt 07

7 Ml 07

44n 01

4 (71 IX11 171. O4i BUI- U4«1«- III1 UH-01SBIM- IM• 14L 014IW- IM1 >7L 114Hut 041 lut 07

1 1CM-.IMI1 07L Ofl

i ut on1 Mt-OJ

7 74L014 I4LO473ILOA

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

4B1 14H14 7H

711 in17 Mlr.l>747 111

47 XI

1UI11hi 7O

111) CD447 1U47HM47ft 004aiM4UUM4 IA 51413004iuno4.U704M14a

411 83447 II4IM 007nn no17SIK)IMIU1AO 10MAIM

MIAO

413 774.17 AB173IU

1A17A404 HI161110KM noMl 70461 16A 7 4 4 1rwu nn4W 16176704in 14iniioIV 40104 40nn/ OA

nno44nA

16070

mm170 IWI

7 1 A B

;14 16noi 01won AA

4411

Ml 1»401 AVA1

nTUAA

74140

7*1 007*Bn>O.WV1ronix)n/dniIM017

«r.70iiiiacnooA71 01)

1 770 (11

nn 1070V DO718 CD

nil 70MO 00MS (JO(HA 00nioooIHOM)

AIA70nA4 76Ml 00

47A IIIOB CDMI n>81800610136/1 Oilnu onA.17 76A 7 3 3 0

AOt 78H1740647 OH40070AIM OOIVM 7BIM7MA7600

77600MA 00n7FI70

6MOO67600

07070owV4tvg

67.11M4

Ain nono77

07061011A10W

WMM7 M

A74407 11760

10 17113 «i>1OAUOnmiB 71X1

0 677UWB

B 1717 74U

IOUIW6 0*1

1011611 7.VICIMW• 8016 7 ) 7

A 7 7 1

11 nMB171

B701)A 6781)711A 11CI

8 170n7.ii7H41

7 /M7 Aill

A 741A 8 3 1

0171

7 4147.0W

A.4107.7nin 477n.nun

10 AOI14.IKI)

1444710.471

B60007.000A.076A 7 A A14170fWMOO

AA710

7niinn7107A 7 1 7

17IHO

1A4M

1710001AOOO

0710 16

700007W77O636

nn;7An14177

OIK *OOotM-.OOnix. >oo1)04- .Oil

ni« .nooil. .ono im. .00« ;i 04

Ol*.. 01)

I) 14- .OO

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

OOf: .00oor-.oo001 >OOom .00on .00001 >00711 047 11 on401 011 Al 01not .00401 onr4i on

001 .00OOI..OO

lot 01(Ot CU1 ALOI

7 n. >on7 Ot Ol1 AL 07• Ot 014 IM 011 11.0117L011 4L Ol404-0116L01701.01lOt .00i n. .00001*001AI 01141 011 41 01

7 01 .00AIH 01701 04

001 '003H Oft

014. .on701 01701 01AOI (O7(4 .00a ol 01in >oo4 or 01AOI 071 41 .00IM 0}701 01oo( -on7 II 077AI 01701 01

OOt -OO701 07roF 04r OF 01

oor-oo1 IF 0114F 071 41 01171 '001AF 07701 07

OOF .onoor.on1 11 04

OOF >001 11 017 or. 071 11 01in .00101 04

X

X

XX

XX

Page 74: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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 :-- •

^ ilJs '; ^^^^...^. VS' ii - • ; ' . . " " -' - T • - - . - - ' . " ' "•'„• : :"• J ••"-•":••.-•"«> I7"1'"1 •- ' ' • , - . - . • • • . » • - • • . - • . ' . ' , ^ -,-;.!. T _ ;- • : -- - ""t ,. ?-.- --r-'r n • "• _f . _'

;?«*•-?":: v':^ ;:;; :xfftK|pp'; ; ;-r • ;i -' : v,r'. - "?*e'^ ::" - "-vf !--'*^/5«-,--;••• • ••-

Page 75: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.

(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

Page 76: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 77: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 78: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Id '.III IS IIIII I T

HI'iK II AMI I) l.MlHINIIWAII M ( i >Nl I NIKAI ION I.AI I .III ATIONII i IIIMINIAI IIISK l-AI I'.UI All(>N:l

D1|»«UW

QttHtrxtwaltMIt II |( KM

oi|Miau(a

UMitifktwcilal

I'uto | Ittdl

(.titM|M>ftaMt ItxIorM

Welt at aiiMMiutn

f|IHl(k*Ml

fi.»tivrtt».tInlruwhHi ItiItxIcK* an

!lHl") (l*U;'i tl'Ufl)

[ NA "[ fll/| -M I > U/l_;u/i t<M I :i IIH N<>< : . 1 NA

VI ' • /V1 il A''li -I i l- ' i ••( . If.U.'AH r ' • I • -VV M n ' TV >l I .i I'l ' .•. I. " . :l I lil-1. " •' • Ai • I Mil '.| fr ,Ml S'.Al.l llui vnlnift nl I Tciurc.o nn-l ( hi,il.liny un HIM IN I I MC-AI ( M w.i,kih,,,,! .110 Im.1,1 nn urnly nml iln mil ni|>iuniiiil tn.liinl yjluonNl M. Mill < II I i iNi I UN Ihu uMurnlwitliii ... un. ;il .>i nlmvn Ilin nuliilulily i,nil ia n..l ill. oni ,,m I... llui, |.nlliwny

HCHOI l(K)WN

tO"IND"

[" I NO J

P \1 )MOV)1 S\RM| Upd««\USt PA 3,<KT1»*ta»T»TW< rMpanMUW kid Nlptl 219 dly> 25 yr> HI 5 Of 7

) I

Page 79: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

6of7

Page 80: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

07174UM/n n

BAAO1 1

1 7 4 1IK11IM 1 7 1 tunlll MohylBrnu tinr«i

OfA/S

lOKlfll n

UHM71 It Aytei>»1(IA4n/ 1 4 lllrAbvnfMnrarw

limUM 1 7 IM>i«niMlluiia (

tOMNO I ltk«MlM««

KI/U7A *»nt>M10/OIU 1 I DKhkf oMhiro

10/111 AtivfanHltoKMIM Vhlyl *rj«l«te

1OA1A1 m

10«/A 1 15 ll>Mhyltefl»n»

1OAA/7

10AAA.1 lnki«n>

(4 m.lhy< :

11 (nog i,(.n11(1-^1 I1«m

111444 Kk(7 «ItnTOf I niln>i

11 A/41 H««

170U1 1 74

1700011 il.li.

17/1M IMi«r

DWOI IV»n«117MO l)U»n/nltif«n11MMA »n ll,«yll»n».n«

141 /An llhvM'»Uta

1WW9J oM 1.7

IMMOA »m 1 7 DMilnttAI71/KI10 Ch>y<»<«

100007 fktkl

IIUMn >M<« MCM (>I| |« DHC)Ml/11 1 1 (IHik»oh.n(»~

M7/M1 1.1 l)li lf»nivn|*n«

nvr/on 1.1.1.7 l1AM(M4 Mill!

/4.10U/0 U«'.»r

7<w.oi7 N1F.O1

4 Ut.Ol

IB. It '07

nirt'071AM..071 JM..01

7 J04-.OI

4 »*. .00

7 BM- .01

) /It '07

41BX.07n/it.oi«4Bt.OI

5«5t.07

/ /A t -07B 141. .014 not .011 1171 '07

t 1 II .111

1 ABt -IUn t /t .077 V* '01

1 B1I '01

7JAt.ru1 /4l .01

A 001 "00B 714- .00

BOM-'OO40/1 .07

1 IM "01

/ AM .01

1 ATI "07

71W*071 /7F>011 Aflt .01

4 MF '01

1 IN -01714F-OJ

AAOF.O4

1 /AF'014 A7F '00

n IIF *01IAAF'01

n/iF-oi1 IN '07i (IM- *nnninF.nionm .07n44F>00

innF'OiB7M--01i 7.V- >nn1 BAI .OA74N .Oil

17H "011 BAI .01

41/F-01

i int. .07r 7W '000 701; .01

• a* ivt »7t IV4 (ML inA /Ot IV• 004. TO

« OIL 117BOtM.IV/ lot ojB/OtTO• kit U7• AW-07ttoiai• OOt 07iiut-ajI tot 01

i tot 011 SOt 07; 711 07noil ivn /ot «7r not 07BBill 117

7 i/l in7 4Bt Ol

1 OAt 01

1 041 011 771 111ANN 117

/ not 07/ IIH 07(1001 07

r Ml 07A /Of 07/ ior 07ATM O71 041 01

7<w 01A 071 07

1 1»f 07

1471 O7100F 07

OHIKOtew 07i i?r 01

A Mil O7

/70F 077 /7F 077 WI (77

n/ol 07/ VF07

; mF 07rn/i 0777W 077 4AF 071 WI 071471 07novi 07BTfll-07r 10F071 071 013 onm

r rut (MI/ /ftt IMI

A 1 ft! IMt

1 (1* Oft

/ U*- (nB4i* in/ 1171 III

/ u*- (n1 (171 06

A i/i on• 071 on/ UN. onA / tt onAM* (M

/ nt* (nAll* (It

1 ft* (IIBO/ on/ nil int Ml in1441 on/ u 4 inl IM oft1 (Ml Oft

1 771 01B u (VI

1 V Ofto 71 in/ M on/ n (viAn/I (nA 171 onAn* inA /I* (VI

1 (I* 01

1 771 0«/ in on/ lit on4 111 onIOIF onA 7U on1 n/F Oft1 Oft/ Oft

i vi or,1 Oil Oft

A 7(* on/ 74r onnn* onA 171 onB /ot on1 1* Oft

1 1(4 OAft wit on1711 on4 nm oni MI on/ mil on1 not Oft' u*. nni OM onflint on

1 tilt '01

7 404.. 01

Mftt.OO

t /At MV

1 nnt XV77H--IM1 /I*- '1111 /T4-.01

A lilt *O4

Jfl/t »O17Bftt<01

n tit .01B lit* 01

7 Out "01i nut .07111* .02» 7ft .07

1 1* XIIA(X* Xll

7(X* *(V>

1 Ml .(17/ W* XII

4 IM .01

/ 11* X17

7 111 .WtA ATI >01/ 4(« '047 IX* .04

101* '041 nil .07

7 (X* .001 414 .01

17n '074 /7F.071 1(* "011 m* .041 74F.OI

1 /7F '041 11*- 01

A OOF 014 AAt-'Ol

1XW.O4

7 AOf- .01

7MF-04

717F-01

7 nut .07I ir4-.nolint -on1B4I <(nAnit .04JAOt .01A lot- .01

1 Mil 0.1

n KII 011 /(» 07

7 ont .on1 Ml .077AOF..O!

1 11* '01

nior '047 IV*. .01

1 OM IU

1 17t TO

1 7U TO7 I7L 01

/ //L (171 IlltOV

7 *7t 01

1 0/t 117/ mt 1111 44L (17

41/L01

4 /4l .01

4 ML 04BB7L04

1 7>t 01

1 171 01

1 fOC O7

B Ml 04

4 I/I 111

/I VII 01

1 111 (IIBA7I 071041 O71011.00

4BM 014001 (V

4 711 017 nut 07BMI Oil1(1)1 Ol

7411 Ol

4 771 '00

7 /7I 011 111 01noil oi77IF 01

A H7I .(11

/ WI 04

4 Ml 04

140F07

1AIF417

/OOI 04170F07

1 011 07

4 OIF Ot/ nil 014 nni 04A1M O48 Ml 01

niMI 011 n/i niIMI 01

4 Ml 0.1

1 A/I 01AOftl 01

4 Ml (M

1 7/1 01/ 741 01

B I* It 07

7 Ml 07441* 01

4 I/I (MA 1 /I (M

7 BUI fMn IM in1 IX*- 111mot <Mn 141 014 IW. IM1 K/t (MI4I*.(M

1 lilt 07

1 int. otii UfL on7V*. OBr Mtoi7 itl 014 14t 04

7 I/I OB

i o/L o;1 III 117/ Ml 111

7 JI* 01/4II IM

/ Ml (17

1 771 IM

B / / L IM1 (IM (M

n 11* (M1 1AI O4

/ 171 01A A / I 011 OH Ot

AA7I Ol1A» 01

1 ADI 07A 101 01

1 AM '00

i AOI oni 171 on1 VI 011 471 01

i onf o<i/A l l 04

74M 04

1 701 07t Mt 07

1 101 on1 7ni on1 101 07

1 Vtl 04

40/1 01Bmi oi1 Ml <«

B44I on1 /Ol 04ion onKM oni in. 07741L01

n;ii mi nit- m

i"1171

7»;n7171

7ft/n7»

71

/«71;»7B

7B

71

717B

7/1

71

/I

71

71

71IS

71

71

7n71

7171

7171

7171

717f,7r,71

71

71

71

71

71

7n71

7171

71

71717»

7H

71

717171

71

71

71

4(11 14

• 14 7flr.TO 1(1

4t/ no

411 ft/

44/ Kl

447 10

4 VI (VIIftl /(I>UO(X1

44710

471 Ml41000

4A1B1

4UOM

41A1I41700

4UOO

41770

4M4H

411 1744/ 71

4(14 (VI

71111111

171 no3MAAIMI HI

MtllA

1RUM141111

4 1/ M

1/1 BO1A1 /A

404 Af111 «l

m4 not4l /(I

411 inn/44iB«7 M4AA 15

.1/B7O41(1 14

.wi 10IV 40

1U4 40nn/Bn

M»44nn

1W7fl

in nn170 AA/ ino

/t4 inmininun MI

44flMI m401 n\ii\ a

UUA/I

n* 4n/ni (ii/noonnvi vi/(M(ll

ni* inMB I/

IW7(X1

BUI (IIB/l II]

1770(X|

nil in/UUMIHBUI

ni/ TilmaouAuonnutuiOKI (I)

1*11 Hinin /(iHM /irjii ID47100

MO (II

Ml (11nig ii)11B11

1/1 00

ni;oiill/ 7n1/770f«1 7U

n!740

M7O)

480 70nwonnng/yM7B4

A7«no/7»onVIA 00

n/A7nM40I1MinnATOTn

BM

A74n/B

1711

M4nmn

ana 11B/O

AM]/

A10Mn«4

Mlf VI

ft744B/ 1

I/IIO

10 1/1

17 miIIIAUlAnniB /(Xlun/7BWB

B 1/1/ /4B

1(1 U1/

>UAO

UllVt

11 fUid nm• BOI

• illA r / i

1 1 nuiUU1

U7UI«'.J1g;/iA 1IO

1 1/U

n/ii/Ml

/ iti1 AIKI

A 741

A 171B171M/4/ OKI

A410

;.7nin4/ ;AAUf,

10 AOI14.000

1444/

104/1

a1POO

/.nooA.o/nA 7 A A

141/0nrwnoAA/10

rniim;iB7A/ 1/

i/oonIMIWinnoninooo

B710 1A

/BOO

B/nA7A7H7Annf/m

14177

111* .(X

0(*-.(K

ont *m(11* l(X

01*. *(X

n r*. *O(O(*..{X1

1 /t IM(int. oo(1(*-.(X1

out .00n (*- .(vioat >oo0(*. .OO

1 (LOU

001 .00

4 M Oior* .00III* .1X1

m* *ixi()(* XX)nn xxi7 71 (M

7M (M

III* .00)« ona don01* .DO

out *oo0<* .000 1* .(VI

noi >ooOM "00

not .no001 -00not >ooon .onin IM

001-00

4 At 04

001 "00«4f (M

74FO1

not»ooocx -oolOf OA

nnt »onnor-oooo».onoov.on001 '00OOt '00711-04711 on401.011 Al 01

ont .004 OF onMl- on

not >oo0 Ot .00

11*, Ol

/ (*. 071 At Ol

/ (*-.(XI

70t 01

1 At HIA IK (11

4 Bt 01

1 1L (1117L 011 4tOI

4 (*- Ol

lot 017 lit 0.1lot .001 Ui.OO

OOt .00

IM 011 41 II

141 II

/ IH • »nm ii7IK M001 .00

71* OAOM '00

701(15

701 Ol

• CM O7/ 01 .11)

A (It 01

1 lit -0040t 01

not 071 41 .00

1 M 01

3« 01OOf .00

7 11 07

711 01

7 OF 01

nnt .00/Ol O7/or 04/or 01

oor »oo1 IF 01

1 41 07

141 01

171 -on1f,| 07

/Ol 07001 .00

001 .00

1 11 04onr.no1 11 01701 O71 11 01!(* .00

.101 04

X

X

X

X

X

X

Page 81: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Soil Industrial Benzene25 years at 219 days per year

llffellillS "v!»ifej;~:.-,, ~-l . . • • • , .

I^-IS*P^$^:^SM3;"- "

f»'ii g? fl«*** ;';; • i *.3S*3?<5. r.-'SW"!*.! *ewij^ f ussw-iiWdfej1

'iSl'i:ass&'Mf.|*'ii^^afe..-f ^4'^%'^L«••.''•;*; r.-Jft

;:' -. -

5||||jS.£KiW5~ ..'i^^i/fc/V^i^^f^li'^jii^^j./"•'•-• •, •••• £.; •^'•v.;-.'i*Vi^!''/^^4i4^.'^''*^K?li'fA^fe:^: ^^r^'4''<?;;^S^.;S*:'^'"?'St:'-'=''^«*^^:-' • ' : ' • • • ' • '•' •'

Page 82: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 83: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 84: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

PA13W9\Ot5\FU«k UpdaMUSEPASubmlttaftconiTMnt rMponu\Sol Ind Bwz 219 dayi 25 yn.)da 4 of 7

Page 85: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

ill 'tut IN •'.! ii i i

HIIIK II A!.I 11'.Oil I.ONI.I NIKAHON CM C.III AIIONM INl III Ml N1A1 UPIKCAI (.III At IONS

OX|KMl|la

•nil

Kmk !«»<xl

I t M l l M M

• 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

Page 86: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 87: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

« *ur i Ami >

uw.m 11 r*uOTIM 114lt

iniii•/a17 t

IKM/I n»tmm10044 / IU*W|«tf«t*U»

KMtllt r»tt

11A4/1 |kK

10IMA/ 1 4

1MMM7 1 7 (Ii

in/111 Attyhl

KMIKM Iton*1l m X«%**

***W*(*i«li>t4 J ,

lom/J fcBBtlVBV****

I llllMJ !«*•)

1 11^41 !•••»

111444 n»B(7 fl*

i in/41 I touti/invi i 7 4171/100t/4«lt

1//1IM I

117A4O II

141/Ml

:unnn7 N*

%4ini 11

nur/on 111 7 I**<*•.-i»«-in VMM4 Ut|tl/4 UO/fl Mwn«v<<

IBM

1 IV/ '<*4 n«7B*4

r /ll4 OUI

It tH

in*/ faB 141

4 nutft 0/1

1 III1*1*A I/I

/•wi

t •!!

/ mi1 Ml

1W*

H J*4

• (M

4 (1/1

1 1*4

/nr4

i n/i; iwi in1 BM

1 Vri

7 141

•*fw*

1 /IM

4 N/tfl 111

1 1*1

H / H

1 1*4

i nnr, ft,)

on«n 441t IT*1/-4

i /vItKW

/ 4K

1 7 U1 (Nil

4 -i/li in/ 7M

1/1*

MU

•(11

1(11

Ml)

XII

xt;Ml/

XII

xuXV

Mil

XII

Ml/

' / f t

MU

•(//

xrlKM

• ooMlt

Mil

Ml)

MII

MU

Mil

MM

xUxuMM

MM

Mil

MII

XM

i(ll

•01)

MM

MM

• 01

MU

Hft

Mil

MU

xnMM

• 01

XVI

• {fi

• (M

xn• m•01Mr/MI)

XII

noil• IN*/ lotor*BUM

1 B*tf

B fM*

BIN*

/*»

/ It*

r ttm/ /ununn /(*/MM

aeot/ wi7 4 Wi n*rf1 (Ml

1 //I5 M*

/ to*/ or*no/I

M*4

t u*RJI*

1 041

no/ii 1*41471KM*em1001

i 1/1(1'iM

/ 7Ol

/ / / »

7 "VU

i/rt/I/I

/ W*

/ ( ) M

//fl*/ 401

1 W

1 4/1

no/tn 7«/ UN1 0/1

1071

07

o/

01

07o/o/07o/

II/07

01

07

07

O7

U/

07oVOf

01

01

01

o;o/f/o/(I/

07

o/111

o/o/0707o/o/nio/o/070707

O/

O/

o/o/o/07

07

07

07

07OI

117

• 4ni

/ B7I

/ UM

1 071

• I/I

BtUI

/ 1(11

• Ml

t BINBUM

/ t**i

ttU/l

/ A M

• 171

11441

/U*

1 IM

1 <nli //Iu uri1 141

U *H

/ MM

/ nrrinn/l

BV»

n /irii cirt

I'll

/ Ml

4 V4

1011

n in1 0/1i or,i1 VI

i nil11 71H

t 741nortn 171U /OI

1 1 111 101

Tt Wt

n 711

4 rm/ Ml

tnnnmfutitIUT.Ifl KM

ononmin(itm(•)

Inm(Hintn(n(n00

mortminonfitoninin<«

(nIV)

!monontitonrrtor,(r,ir,(nonnntwonnnor,(Ml

onIM

oninonnnonm

/ /<*n /(*i /**B II*

IB/I

/uni

B 1«

nm

1 nui idft /**1 x«BIK*

7(M4

1 BH

/ IM

4 (Itt

t VII

/ 1 It

B I/I

f 41*

/ (M*

1 IM*

I nil7 (X*

!«•

4 //t

1 K*

1 (M*

t tni KIr,(U

4MU

1MMJ

;**1 141

7 171

/ (X*

1 1*4

1 K*

1H4I

It Oil

IK*

n KN1 *t*n KIi rn

7 <M«

1 .141

7IH*

1 IOI

1 11*

7IM*

XM

• CM

XII

• (M

xnXM

XM

'u*xU• U7

MU.til

tOI

Ml)

MI/

MM

• 01

MI/

• (ft

Mil

MM

XM

XM

MU

XI)

• OI

•«/xnXM

• O4

i 01

(11Mil

XM

•(n• O4

Mil

iOV

• on• onXI)

XM

• m•01

1 01

i n\i 07MX)

•t»

•en»m•04•ot

l a*/ I/IIBM

/ OM

1 441

4BM4 Ml i

4 W

1 771

1 I/I

1 /(I

U /«

4 I/I

0 W

J IM

0071

'I (Ml

1011

4 IM

4 ll*

4 /U

7 tM

11*41

1 ll*

/ 411

4 77t

IANatitt/ / H

/ Ml

4 MM

n ««ftftii/ IH

1 7OJ

1 (Ml

4 Utl

/ Ml

4 Y*

', 1*4

imi1H4I

i nn1A4I

4 Ml

llt/l

n V44 "Ml

1 7/1

/ 741

II U*

;n«n4 44*

(U

(M

(U

ill

(U

fll

• 01

(M

01

01

(17

tM

OI

(M

(M

07

OVMII

111

n;in(17

111

111

01

Mil

m01

O(

(>4

04

«/(U(M

07

fUIH

ni

(M

O4

OI

01

01

(M

01

01

(ttm01

01

(W

0701

1VH (M

a 141 (>14iM 041 B/l 04

• *• IM1 1ST tit

i int MIIi im mj *« m/•M f)J

i Ml ill

4 Ml (M

/ IM mici/i a/i in (i/r MI uiI IM 01

t 411 tM

/ Ml iW

i in <M0 //I IM

1 OH »M

h 11* IMt Ml IM

/ Ul (II

MI/I (II

1 IIU 01

fliut inItU (II

i M* it;n M (ni m >iiii N* in

1 VI (It

1 4ii mi or* tr\mil r>4i W 1)4

1 ft* (U

i (wi mi toi tr.i /fli cr.i VI IT;i w 044(1/1 01

u tfl* (Mi in ma 441 or,1 /I* (M

i (»ii mKKH oii m 07/ 4ii inn /ti CM1 o/l IF/

in71

/iJi*n/**/ijr,**i/i/i/i/t;&j*i/in/in/i11n/%/i/i/i/*•/n/i/n/i/i/i

71/i7171/*•/'>ft71/'•/i71/'.r>71

7f«

/I

7171

7ri

71/i71

44 1 1 1

44; m4V HI

V.I fit

UMIl

441 It)4/nnn4rntM)ttim

4t» 14

4ia 114V UU

41/00

4U /U

4W4n

411 f)7

44 / M«MAtt

7IBIIW)

VI M)

vtft ft*.rxi HIMI n*.WMI

41; /f4 1/ BW

U t 0(1

WI1 /««M • /

VH Mt

IM m141 Hi

4M 11

HU 114Mt n.1/1 /n

41fl 14

VII Hi

IU 4nMM 40

on/ U'i'A)

4411 1

v*)/fl\\i nivn nr>/111)

H4 f,

nmniran tir,

44nfit jr,

40 1 iUHI

fr/om

a/-, IKIIMU If

or./iMiMDIK)

r./ i (xiIS/11 (Ml

till infiti *rfi/lOdit

nil /(in in tii•wonan (MIamximi**)mit 70ifM /n•HIM/

4/*l(Xl

*>Vtl«)

inl (JO

'. I U t* t

11U 1 t

1/1 (KIni/ n-inif ji*•// /omil /iinu 4014/00

4UM /<!fnilim)

hr*j fu

tU*»(KI

f/MH)

'*fi(»tnrn ;t»V^ 1*1

Vi "<>(I/O /It

UU)

n;4nru

%;i iM4

•iin riunu 7/

o/oniui/OTD Ifl

flM

Mi;mn/4

4ur iUMI

01/J

a vu• in/ r«u

id an rn mi

in lit1 1 / UKI vn« rj>|

H M/

n r/i1 1 arm• Wl

e /ui• rtsnojnH imllfO

n r itr MI/ /in/ nnn J4 1n 'tj iu utMM/ uki« 410

/ ;tiiH 4 / /

nnutk101*11

14 44f

104/1a

*• unt nnnmr,

n /tii

MI;O(V14<1)

im/Kifniiw

Mir;

n / t /

1/<MM)

IPHVi

riiixi1WVI

tr;in in/ax)

urm Tfl/wrtnn//fin

HI//

nil mi

tin nit

1 ft 04

n« >tiinil miIK* •(!!

ni» ttti0(1 itl)

OIK nit

t 11 IM

(III <U)

4M mU(4 nil

Oil Ml)

DIN ill)

ntri iiiiat* xitj it <Mini 04

(UN •<!>

/ (II (1*1

HIM I)',

II (t tit)

(HI »'V)

DIM «1]

(Hi Hit

001 •(•)

tut '(ii(MM Mil

(MR •<*!

IX* •(•)

< > ( * Hit

1 II 04

4 fl| 04

111* ilil

141 04

/ 41 (r,1)14 Ml)

(MX -IDi in <>n

OIK 'HI(1 (4 HI)

nra •(•)tM« Ml)

(I (1 1(1)

tint MO; u 04? 11 on4i* tni M ni

(MM Mil

4oi tmMl 0*1

n« >n>nm MI]

1 HI (I/

• m ni4 or 011 11 01

1 /I (H

1 41 01

4 il ni

1 M 01

7(H 01

1 IH toil

i m moO(M MM)

in m1 41 01

141 01

/ m >ooHU4 01

tt* 04

urn MX)/ 04 01

OOI MMl

; « in/ m innoi o;r oi >IMIn ot in101 MX)

4 (Ft Otnm o;1 41 «MI

1 M O t

J IH <>1

(till MM)

7 M OI

/ (H 01004 ilVl

f (1 (17

r 01 04/ 111 (11

(MX MM)

1 11 01

i 4| o;1 41 (M

1 /I tOO

^t>\ o;

r 01 o;O 01 MM)

IKH tfH)

1 11 04

noi 1001 11 01

7m 07i 11 ni

l()f MX)

10| 04

|

I

t

I1

1

1

atilI1ii1taiL1

t

I

I

L

I

1

I

iiii(t

*tiiiiinr.1iLInnnniiiti

Page 88: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

So/7 Industrial Naphthalene25 years at 219 days per year

.- > i 'if;rf ';M-:i:I ^^Sr^y--^'--^

. - • - • ' - • - : " ' . ' • • ' . - - - ' • ' . • .jjV.:'.-'•'-. ^•;K-'i*t'^;./: '

: ""-''fai^^S^I. r%;^ ' f^l^tSfc'/"'?'1--^ v--!•• ' % ' . ' - • - • ;. ••

. >• !["• i' •:•-- ^ '^,^*r-'" 3>i.l^^ 14- '• ' V7yyv-^f -"f "^S' T'P-C* *&"-'^^.K • " '

s^a^ffi^%^i^5^fe'€s'%^v^;

m

Page 89: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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*

Page 90: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Nittiiml lOllxm r.uti|«ilioiil Hull I'hyo,. ol

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

Page 91: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

P:\13U9\01S\Rlsk Update\USEPA Sutrrtttrfcomnunt rs«poci8«\Soll Ind N«ph 219 day! 25yrsjd« 4 of 7

Page 92: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Id MM I:1. V.III I I

Ur.K IIA'll [I :,()ll I.DNCf NIKAriON CAI < III AMON'i IN( HI Ml NIAI HI'iK I Al i:lll AIM)N'l

lltlldlK

CrtfLlfttiDaM t»iiM<.rm.ttk^)t»tt (.4tM<j ,

l.lltHj

C.4

l(M.inmcmlftl

r.oK fr.Hti

iMlrtiatoH lit

llMllMH (til,

i.ati.fMi^jan

(unilleaa)

til Hit Vtt|Mlt

ItitniBlon hiI t u l i M X r t l f .

KlMl.dll.llH^Jnn

(utUHami)

NA ^B~r~ N()c: N A Z_IL_ NA 1

I.!. A .' A'l ' I I ' ! ' ' ( ' ' Mf."1 I '-1 ; ' 'A .' I, 'I I 1 . ' "I '-• l| | •• -i | l . - ( !•• M,| • .. .( lit .

Ml V.Al.l ll.u valuii^ ul I iinil. ii ni.il I l.iill.|..i(j MM !!„, IN II Ml Al I 'i wiiihnliiKil K.u l.noo.l MI. if. ly nml ilu "..I inp.iiMii.l n..l.ml vnl.uio

nSCHOLl.DOWN

TO'TND"

L _LN!L 1

P M 3UO\01>VRI>* UpdaWUSFPA 3uhtrt»»fconnwil iMponM^SoH Ind N«ptl 210 *>y« 29 yfl nil 6 o(7

Page 93: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

3966*011786*03589E*01110E*029776*04447E*OB1056*01212E*003806*00126E*014406*001866*014206*00106E*001 17E*d457E*d1336*008.71E*015506*01914E+00316E*015B9E.01479E*01497E»024 57E»021.11Et04141E*062006*05259E*004.37E*01230EtOO501E*01166E»02326E»O>9.33E*011176*0169BEKO708E*031386*045376*043246*02200£*032.616*034386*03363EX12617E»02

7BOE0211BE-02142E-02782E-02125E-021.24E-01104E-01250E-038806-02780E-02156E-021.44E-02728E-O21 26EX)11.93E-01430EX)2271E-01106E-01128E-011 24E-01101E-01104E-011.04E-011.49E-02298E-02888EOT742E-02900E02101E-01870E-02665E02780E-02112E-02161E-02860E-027.62E-02806E-027BOE-02790E-02104E-01710E-02923E-027.70E-02421E-023636^)2581E-02587E^I2590E«2522EO2404E-02870E-02690E-02

880E-06437E-08734E-08861E-06474E-061 14E-05100E058BOE-06980E-06880E-06448E-OS587E-061 21 E 05650E-062 10E-05844E-081.15E-05173E-05166E-O51.41E-051 17E-051 OOE-05145E-05103E05106E-05101E-051O5E-05104E-05128E-05970E-06992E-06820E-06589E-08721E-069XE-06B73E I6980E-06680E-089.10E-061 OOE-05760E-08101E-058 l'OE-08769E-06788E-066 16E-08867E-06750E-06775E-06815E-O81. OOE-057.90E-06

793E»02560E-02730E»005eeE*041956-01iooe«oe792E»O3500E»011 79E»03133E*03100E-01120E-011 52E*04533E»03100E*061 19E*04566E*03680E*03100E»08100E«06130E»O41 19E»033 046*05310E»036 74E»03373E*03506E*O3225E*03200E»00110E»03280E»02170E*02180E-01180E«00850E»04280E*03223E«054 42E»031 47E*03200E*0379GF»03170E«04150E*04357E«00198E<00320E'00650E*02310E»01246E»01745E»001 76E«02156E*02

124E*00199E-03573E-04135E>00618E-04159E-03150E-011 58E-01227E-01703E-01646E-04859E-04255E-01361E-01544E-03352E-02361E-01110E»001 42E-03323E-038.96E-021 24E*002 27E-022 41E-02654E02593E-012306-011.07E.OO1.10E»003 976*00140E«Ot1 97E*018056*011 106*00483E-041 15E-01229E-03373E024 21E-01484E-031 41E-025036-03138E-02634E-03260E-03333E-01511E-0419BE-02212E-O21236-022 126-017776-02

303E-024656-05140E053.29E-021 516-05387E-05366E-033B6E-03554E-031 72E-021566-05209E-056.226-03BBOE-03133E-048596-04880E-03269E-02345E-05787E-0521BE-03302E-02554E-04588E-04160E-O3145E-02561E-032606-02270602988E-023.42E-01480E-011486*00269E-021 18E-052796-03556E-05911E-O41036-021186-04344E-04123E-04336E-O4155604834E-05B13E-03125E-054626045 17E-04299E-04518E-03190603

25252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525252525

EnhofcyofNormal vapcnzabcn atboiiig Critical Vie normalpant. tamperafcire. boilfig pohtT. Tc 4H,,

<°K> (°K) (caUnol)

349906242459655X7.5061332329203343245800353243472465102636442767124900299.003700028530259253546029310313003190028360422353631530670330553047523240296702432032070603695121538104369523525036615360363298041960393203735055054570.444861549500491 1451426529104176045357

5566066573839364667484225508.10536406950056218545008484986038467004162545670563004604043200545504660051000552004690069600565854650052300578053693047100384954873064631746005477857200536 78602005442050670661155940056700803158700073800720007484076100789006303070500

7.12714,00015.0006.33B

17.0006.9556.9669.5107.3427.136

16.00015.0005.7145.1156.6767.8685.8795.2507.1106.1576.7066.3816.1049.4797.6006,2886.8956.2474.8365.9999,4216.463

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

factor. cone.. soilURF RfC temperature.

(«AnV (mgftn1) (S.UG)

15E-05106-0437E-04OOE*00466-03ooe*oo236-0540E067BE^»OOE*00OOE<00976-05006*0010E-06

006*00OOE»00836^)7BBE-OS006*0022E-064 7E-07OOE*00106-0411E-061BE-05

OOE.OOOOE*00O.OE»00OOE.OOOOE*00006*00006*0013E-03

OOE»00OOE'OO19E-05

006*00166-0511E-04

OOEtOO5BE-0527E-03

OOE'OOOOE.OOOOE*002.26-05006*00OOE*00OOE*00OOE»00OOE*00006*00

OOE*0070E-0411E-0370E-011BE-043.5E-01

OOE+00356-03006*0022E»00186-02006*00506-03BOE-0230E-0335E-021 OE«0110E-01606-0280E-0330E*0070E-01

OOE*0070E-0270E-021 .OE-0150E-0120E-015 OE*017 OE-012 OE-01306*011BE-0320E-041 1E*00406-0310E*0014E-0240E-0235E*0021E-0120E-0270EO121E-0114E-0170E-04356-0230E4J370E-0218E-01706*00206-01

LSSLSLLSLLSSQLLLL(3LLLL ,LLLLLLLLLLSLLLLLLLLLLSSLLSSSLL

URF RfCBttrapdatod extrapolated

(X) (X)

X XXXX

X

XX

XX

XX X

X

XX

XX

XX

XXXX

XXX

Page 94: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Vinra / t i*tt«; *•••*•«

ar*lM 1 7 4 t*nfct%4)«*w«vUBI*4 1 I 1 T*t*< •.<••«„••

mill fcteftr* *lyMa

«."M lJ(f>**H***tl*-"w™ rti r*"*"""

MM/ AJ •><<•• ut»

unni MM****.

HIM" U1XT""*

KMM4/ IUtV>tl»tld»

tiinjrn»w«*Mvte

ItMtIB H IMvtMtUOT*HWV47 1 |i KytaW

1OA44I/ 1 4 (MtOHimMm*llMlt4 1 7 IK»U*MMfM»« {••>*,•»» <Ml

itvUKi i i i%4**M*IflflUB fen**t

in/in/ i i l>tl**t«tiwtt

HIM It AjiyfecMMb

I!™" iixrrr.x*-..- M *.«v » \until m H\fmm

"M" ItetUCwltl.'1"'"

until titan

limit t^Mkt^TiMnlMill Ml li*»l

inn4 t )MM»

111444 lt*7ff**f*t>V>*«<M1117U7 ln«*M«*t1inf4l ttmmt+titmtumm

1/nui 1 7 4 Tikt*tffl«rv«raI71/ IB 1 ll<iM>Mlrll» (7 iKftnwQ

1/44H1 (.hfevraMtrvtwvnwffwm

17IWf U.I-T*,.**.

17 MM 1*»f**n*Hvt»Mi/ovx) lyww

17040 |tt»n/nltf«n

ruin «M> ftiMMvivi*4 1 mn 1 t*torvriBto

IWW ti* I 7 tlrfff*r«4hffanv

VWi'i tvw 1.7 |irf*trw4hv4wM

7(r«o7 |y*vt h)%**w*wi»

7tnrt10 (T*y««n»until; Mitki

IIOMtl •**• H( M(*4i»niH:)

Ml/11 1 1 llrtinrnlHWMmFi47/MI 1 1 lftnf*Nt^tt*Mt*

nur/nn 1 1 1 7 i«****«i«f«iw

tn U044 Mlltf

74 tJU7n hhmffy (*4wm»itrf)

1 Ml

1 IV

7 7<*

4 tit

/ «t*

4M4

n 7/1B4M

/ 7tt

• 141

"**

1 111

1MH

e ini noti int 7AI

1 741

MMt

ttlMI

4 071

rum1*71

1 771

1 Mt

4141

1 fiht

7 141

n M41 /•4*71

n lit1 MM

11M

i n"ii

i itiownH 441

1 W

1 7H

1 7H

10«

7 4 M

1 74t am4171

i in77M

r. 7(*

•a/• m• 01

•no• at

• ai• D1

•01

• 07

• 01

• Ol

•on• 07

•at• 01

• 01

•no•01

Mil

.(•>• 117

• Ol

• 117

• 01

Mil

• Ol

• 01

•otKM

•in• on• 01

• 01

• n/• in•tn•ov• no• 01

• 01

•on• or,Mil

• Ol

•m•ot• 07

Ml)

• 01

ft Oil

• onr in• r«• ntt

• «• Ol

/M

t It

/ fM

1 1

n /itf MM

• Olt

7 I/I

7 4m1 OK

1 041

1 //I

7 Ml

MX4

/ IM

n /n

• ;m1 041

7 1X4

1111/1

1 IM

n 47130*4

tl AM

1 Oft

1 I/I

/70J

7 /7t

7 W

fi /<!

/ 17t

/ in/ n/i7 701

74«

1 171

1 471tlDVIn ?n/lit1 o;iin/i

n/0707

0707

«7

07

07

07

117

07

07

07

ti/

O7

Ot

(M

(M

(M

"/

07

07o/

O/

01

oto/07

070707

07

Ot

07

07

OVo;o?0707n;o/O7

07

07

07

07

01

07

• 4OI

7 B7I

7 VM

1 1171

• I/I

7 101

• fit

• KM

• till

7 Bit

11(171

• I/I

a 4417 U)l

t tut1 (til1 771ttuni1 Ml

r nilf Nil

• rutHUH

in*1 7717 771

/ Ml

4 V4

1UII

H JMt o/l

i mi1 VI

n /ol7 /4Inull

n 1710701

i ill1 IUI

in*

n 7)14 nm/ Ml

/ nnMIX

/urn1 Oil

n tot

onIB

IB

in iIV

tn i(B

ft)

montti

IB

t*tIK

tnUl

tnintn

IBID

(Ml

IB

intnIB

tB

ontB

t*oninin

inononinnntr.or.nnon(VI

tnIB

n*i(*ionIB

*t MM

nt >ottv >niIXt HM

on mi

1 « >01

1 V «OI

(M •(]!

1(4 >U7

7V >O7

Ml >nt

tMt «OU

at *ovmi MHIM MJI

V*4 • «/

in -onI/I MIt

414 *04

IK4 MM

nil MI7

414 Mil

1 M MIS

4 'fit

t MM

41 -01

/I MM

n n 01t it tn*HM *oi) IHM ifM

; mt *mf 141 -04

7 (X« MT7

1r4 «OO

i in *onio4i .no

itnn <O41 t.n .01

n m *oii 'o 01n n4 m1 714 07

/ (Nt *«)

1 M| -07

; wt >ini in .int in MM? on .01

i at; i7ii mn/ IM

1 44t

4 741 •

4 M

0K7I

t 171

1 fit

• 7M

nm1 1 •• art1041

1011

4 IM

4 lit

4 711

tM4

Ull

4 //I

7 tn

flat/ /n• IUI

7 W

4 rMft 4(4

nmi/IM

1714

i nil

7 Ml

4 **•1 1'4

MBJ

1MI

1 flflIMP

4 Ml

Iflflnm4 "Ml

1 7 / 1

/74 I

nun7 nnt44nt

tv01

n/aiaj

01

0404

01

ft/04

01

01

U7

ajuritno/ni

01

01

OH

ot

01

III01

(M

04

07

07O4

(17

07

01

O4

04

01

tn01

01

onmon04

01

0107

(T7

Ol

diH (M

141 niIM IM

• ft 04

4n 04lit 07

IM Ml)

ofi on«• tnM a>MI tn141 04

l/t nn1171 07

111 IV

Ml Ul

.M Ot

411 04

HI at7/1 04

771 (M

OH IM

1(4 tM

tH IM

Ul (It

n/l nt(Itl 01

tut ntnut tnIM U7

M 01

Mt Mil

ni tn17) onVI 01

471 01m onnil 044ft 04

7<4 tnMl (17

toi tnTfll on

VI 07

YU 04

nn 01m ni111 IM

441 Ofi

7(4 04

rail onOU» 01

//i m4ii m/ U <M

0/1 O7

7*i

;i71

/t/i/r.

/I

717t

71

Inintn71

7fl

71

71

7t

71

7t

717t

71

/•>

71

/I

717t

71

tn71

71

71

71

71

71

71

71

71;',

71

71

/I

71

71

71

ifi

71

71

71

7t

71

71

'/fi

7t

44 / Ml

4 11 (XIV.I fll

U)rai44/ 1(1

4/1 V

4ft (XI

4A1»1

«>•) 14

41Q ti

4UOO

417 OU

4 W 7O

4na 40411 ft;44 f J1

404 ItO

/fttN)

UtAOM1H1

W) Hi

Minittirx)

4i; tl4 1; MIif UNIttl 71)

«M M7

vtt noim mi141 70

4M 11

fl/4 4 1f<u nt41WI 11

Wt /O

41A 14

W1 VI

117 40

IU4 4(1

on 7 D-IWO

4411 ft

vn 70lit nivoni

/11 0

714 11

onimf«nni

4411

mt ir»401 ni/n i

n/ttiw

tirr. nit

(MU 17(n/i*itwuo

If 1 IXt

1//OIXI

Alt 1(1

/iu norttni

01 f 7"nut anttvinnan ooavionttfitM)

ant 70tn4 in•it) On47ft (M)riAnt)

"At (X)

MUOO

MU 1 1

tfl (III

nir ii'ini7 /ii/; 70mi 7unu 40M7 tMI

4U1 70

Tiltt (H)

aw toO47 D4H7noo

f;tonVBOOn/n 70V>4 0(1

V'i (X>

rjo /<>din074n/o

r.;i iM4

1 1 n tone 77

U7U

nioi7

nw mnt4

W7 mn/4

407 1t/M)

• 1/7• vm0 171

7 /M

Kitr.7

• Mil

iu ttn1 1 f U

innflna n»t• 717

a / 7 111 VB

• 171

tt/UO

• ifft

B 7 / 1

• 11(1

1 1/0

fl 711

7 Ml

7 TIM

r «•>a 741n iv iO 171

7 4 7 4

7 Hit

• 410

7 Tfll

Q 4 7 7

nnunlonri)

14 till14 447

104/1

Qr. til)

r nn• n7tH TIB

14ifn

nn4tii

RR/1O

fniinn

7197

A / I /

IfllKl

in4nr(

innnn

r.onoiwio in

/aoo07m 7tt7r>7n

iwff m

1417/

Olt •(•»

ntt MUr. fl 04utt •(•)

Ull Mil

Dtt MI)

on MIIUtt MU

001 *ani ti t«ion MII4M onon >uiOlt <U)

OOt Ml)

on MitUtt MI)

7 71 04

7 W O4

0(4 >U)

7 nt 01nni otUtt Ml)

(J(| Mil

014 Mil

Ult MU

Ott Ml)

Oil MI)

0 tt MI)

Olt MII

OUI Ml)

u n Mit111 04

0(4 Ml)4 IU 04

oof *on%4I O4

7 41 Ol

nn Mit0(4 MI)in onnn MTImt Ml)Olt Ml)

on *onntt MI)on >no7 11 04

7 11 on4tM m1 M Ol

on >n>4 it on/ 41 on

001 MIt

on M*)

M fV

114 01M Ol

11 01

/I ai41 111(• 01

M aiIM 01nt ion(M MM]

0 tM «OO

in oti 4i ai1 41 Ol

7 01 >OO

• o* ot701 O4.

OIM *OU

7 (M Ol

not MM)J ft O|

/ IM 111

II (M O7

7 IH MK)

HIM tn1IM MM)

4<4 01

• 01 071 4| MHt

.1 tl 01

1 IM Ol

(HM MX)

7 11 077N Ol

7 01 01

OIM 'OO

/n n/7 n 04

7 <M til

DIM •On

1 It 01

i 41 at1 41 01

i n >on111 07

r nt 07OOI MM)

oni MX)1 11 04

not «oo1 11 01

701 O7

1 11 01

KM «00

lit 04

1

1

I

1

1

I1

n iiiiiiiiiB

I

I

I

I

1

I

1

1

I

1

I

1

I

I

11

M

H

I1

11

I

It

nlliinnnnitiii

Page 95: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Appendix CResidential Vapor Intrusion Models

I"?

3*r

* • ¥ V

Page 96: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.

Page 97: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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)

0.12 *0.599 *

0.050.05

2.412.0

naphthalenesoil (mg/kg)groundwater (mg/L)

141 *38.9 -r

0.050.05

=

=2,820 I778 |

P:\13\49\015\Risk Update\USEPA Submittal\comment responseVTables 2 & 5.xls

Page 98: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Groundwater Residential Benzenewithout 3 ft additional soil cover

Page 99: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

<>WAI)V

mnfcm .1 (). (V

Itaool In

[Maul*

DAIA I Niiiv ni» 11

1h HA".) I) IIHI. H V^DWAII M (.1 If* I NI MA III >N (witoi 'X* in ~YI V (•>•)

[ MOHr'l

L. *. J

uonr+

Hour.4

CAICIIIAM 1

CAM No

lin ik»h«<)

[ M4U

r Nil II

«*V

1.

1 '0

t N M N

nr.fl

•nil typo

1 I nnhi|t M

I *rNirn

1 rrbMHKl

RIMOA

flnra

(r.m|

1 10

AvMHgliig

mm lorCMCInogirw

Al,.

1 '0

vi n £ X

OHNr.MIMINIAI KinK.1) 1 I«)MAI IIIA1 llln HINIIWAII II I.I >Ni 1 NIUAtll >H (mttml -X' In "VI 1" !>• •>»! kil«l ut.nir«h»al*> ..... !**»»)

VI 1 Q

lillhal

O'tlA)

I j tin .ni |

1 Nil II

1,

(rm)

1 « 1

1 N 1 1 IV

•UmliiiiiA

•oil dry

Imlk rlmmlty.

1 IV*

1 "" 1

1 Nil II

Roil lilily

fMMfiiirti

il.llMwillal,

Al'

(g/rin •')

1 <" 1

1 N II U

llnw lor

noiicarclnogarw.

A'«:(y»)

1 <> 1

Ch*t««l

llnli/nftn

INI II' INIIII INIIII INI III INIIII INIIII IN III' INI IK

liridta HUM Mill tif. hi VMhia irf 1 ^, (i«l H;«) Th.ri

1 r* htWM tlikhiwM klialtNnA ll»« 'I Miail

l>a|4li IMrfcmtl ill Mil ii t*4\ Httt fU:ft •liBluin A

(IMI) (im) (.111) (Mil) (1 Mini A, II. KC) wottiUlita |»in»ol.lHy) (rm1)

ing ma n | n A I H .'i | |

INIIII INIIII 1 Nil II INIIII INIM' INIIII INIIII IWI I I t INIIII t Nil II

MinliiiliA MiMlumA Mlftlilin II MiolumM 'UfHllliii II rtlinl.ini II MirtuniC 'LlinhMiiC .'.linliini C Minium C

»«iil total »IM| WHlw flttK r.C'l «r^l dry »nl Intal vrfl w«l*r IHtpH .If.n «rtl dry Kirillliliil «<iil WMlnr liHmt

(•HTMlly. rM*n«lty. •riH lyp« t.ulV rMrwRy. nnrotHy. piMinlly. •nd lypti hulk domlly rMinivrty. [rvn«HY

11" II.* f l~*,riw 1 ,v° n" 11." f i™*,rnnl "I ,vr n' ii.1

(unfllo..) (. n,'/rm') 1, '•»»"*•• J (j/rm1) (unlll»») (. ni'/i m") ( ''«•"'"• J (sjfrm1) [unlHn*<) (rniVni1)

n.W) n?fl | | | 1 1 1 1

iNirn iNtrn rNiin INITII INITU INIIII

1 rirln«HH 1 nrkMwl Av0*N04 vnpor

«|mry<* Mnnott f nrkuml 1 liwir wnl Indnnr flow rnl« Into hklg

ftnr* llnnr flporw *Aam rmrk Hfr mxtJHmg* Oil

toi lli. wliflri. holohl, wkllli. into, 1 nova Hunk In cnlciiM*

I0 W. !(, w IH (J.«

(rm) (cm) (rm) [rm) (1i>>) (I /m)

mix) tixx) I 3<vi | n I 1 ft 1 ]

INIIII 1 Nil It INIIII 1 Nil II

frugal 1 niu«l hH/niil

1 xfxmiia 1 X|KMUI« link Iw I|IIII|IMI| l<r/

ilnintliKv lmi|ii*liny, cafomrqwil. niHicairlnciowii.

(i) n IK no(yr») (ilayl/yi) (unfltom) ^un«l«i ^_

9 208 1 Of 06 | 1

Uiod lo cnlculMo ink h»ad

grounn\vat(H conconlrntlon

2 o < 7

Page 100: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 101: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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.

(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

Page 102: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 103: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

MUin(.il..i.M.oM»kl.1//40 i:Ni«d.n«

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

m3M 1.1 OMtkttrNilM*''*rMRA r;hkwlltkHwafltalhan«i7mO4 1itotih*nAun«ivn«irMrm/nnn IhnhlrvrMttAunnntMlruin*m13l 1.1 7 Ilkihlnti. 1.77 mVlr«n«l(il7A44A ll«|,l«..l.k»

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

I1O1147(1(171(141OtlUVUI

OU1AV7noun HiOOUMMooTanr

«f£K_

(.in 're)

1 Ml .071 71*. .OS

1 DM .OI

n r M .007 141 .(X

nru ni30M "011 7M .03n not *oi1 lot .07

g /ri .044 4 / 1 -on1 OM .01

7 17MOO3Aot-.(x>1 7AI *O1

440T.OO1 nut. .014 JOf- *00

i out xio1 I/I '01

4 r./l "011 lit .00

n 711- .01r. noi >oiU 141. .00

lint >01r, not- .014 /m .014gr i .074 nrt >071 111 "041 411 >on7 irt -007 MX "00

4 :in >oi23Ot (00n OIF. >0)

376E.OO033F.011 17h«018B8E<00708E.03' 39F..04

B37E*04324E<02

1 H\1 41AHI74nirr

110

A7B

1 tt)31 440

bt •!

".|.m'7«)

7 AM OV

i ini U21 471 IU7 A7I <I7

1 7nl 021 741 01

1 041 01

7 Mil 03AAOI O2rnoi 071 Mil O21 44 (77

r ?n 071 7A OI

1 01 OI4 30 077 71 01

1 on 011 7A 01

1 741 011 Oil 01

1 041 011041 01

1 401 O720AI 07

n nni 077471 07flonl 021011 01

ii rot 02n nni 07rnoi 021 171 07inn 07niK* 027821 02n ant 07/Sot 027 OOF O2i enrol7 10FO2023EO2

421E-02383EO2B81E-02B87E-C72

0 7U1H

11 17(17

14771

11 777>/4nlI4IH417410

o w/n03UH7o VIM

hi «•!•

II.

f.m'H)

r.r.4 in4 371 in

r MI innnu in4 741 oni 141 onI nt onA ft* onB M4 (H

n ATI on4 4rt oni n/l (iti 711 or,A r« on7 lot onn44t onI IM on1 7it oni ml oni 411 oni I/I oni nit on1 4M on

ion oni oni oni oil. on1 oni oni (MI on1 7M onB ri* inBB2I 08A7i< onnnu- onr 211- onu 301 on8731. ono noi. onn not: on8 lOt 081 OOf 087BOE 08i 01 F at880F- 08

780E0878AEO)H18EO8887E08

1 1 »' *'< *« ") B.

04f.O

11447II3UU1) Ml

ni/nu wnII VX4

U4MI

0411

048704MIo ur

,,..C1^

.Tul* un

I'»»A!

r git >(onnm 07

7 HH .00

n AAI tO4i ani nli ix» .onr B7I- -03non .01i rat .031 IV "01

i om 01i ;i4 011 r.71 -04

n i.v .0.1i oot xn1 IDf .04HUM .01AMU .03

loot .onloot .on1 lot iO4

1 IK .033041 .on.1 101 .01

A 74| .03

3731.103mint- .017 7M- "017onf .001 UK- .01

; not. .07i rot- >(77i not 01i not- *oo8 not: .047 not .017 231 >0«4 431. .03147f;.032 OOt -032 one .031 70E«04180E*043B/E'OO1 OSE.OO32OE.OO8SOE.02

(.n'l. .'l M.

TifuAoiirBninlIIO4UOIIM11 117uinioonon 111OtAHl(Knn0010

„•,.,-_!...

»'*.'*l l'«Kl

II

(.II.M...J

1 241 '(I)

1 IHH 03

n rn inI 114 *(1)

A 1/11 (Mi nut 03i not 01i nut 017 ?rt 01/nv 01A4AI O4n iui 047 Ml 01

3A1I 011441 01

3*71 021A1I 01

1 !(» -00

1 471 03

3 71F 03

AOAI 071 741 .00

7771 O7

7411 07AMt 07nan 017 31)1- 011 1171 .00

1 101 .003B7I -001 401 .01

1B7I >01

A lint- '01i IK -no4 All O4i ini 017 201 03

373L024 211 OI4 A4L-03

141F028 03C O3

1 38E028 J4EO32 not 03

333E-01

0,

AIM A}

11 III A

(1(1711[I mi

0 M4

11 17(111 U«

(11 MA

III >KJOIXMA

00111) I1U

kmi I.I.U

HMI«V'«

iir.rM

{•ft*. InVninl)

10V 024 AM (in

i 41* on32IN 02i nil 1193A7 I Onim 033AM 0.1ft Ml 03

1 771 O2

I nM or,7 out onA77I 01nnoi 011 111 O4

A not O4nnm 017 AW 07

14M 08

r Art on7 lAt 03

3071 07r.Ml-04n nni 04i not 0314M-07nnii-o37 not 022 rot 07BAM 023471 01

4AOI 01

1 4M >OO7IM 07

1 1M- On

7 rui 03B8M 08Bill 041 03F 021 18C 04344F O41 23FO4338E4418BE04834E-08

813E03128E-OB

wliT" ..,i 4nl nuI njmni

VI

1A.17

1 40

1 HI

In'/'ltl ) r\l n n.-N .

fl 1\f, 1 fey

I) inn I.Uy 1 r«m

II I4n 1 iwtti

oorn IIOTIV rtai^iDOM n«nil

II III/ runly i:l»y

I) MA rtMMly i:toy 1 i«tm

0 tnr niA021A nWyCtoyII 1UH nifty Ctoy ItMIHu 11) fl«l,M>m0 1111 hwwly LU*II

Mvnfy'l

H;::' ?? -.In

('(-I

71;n71

7njn71

n71

717fl;i7',

71

71

71

71

717n71

7n71

7r.7r.jn2n7n7n7n7n7n7n7r\7n7n7tlIt,2n2n2fi2nJf,2B2S2B2B

2B

1.l>)

34BUOA7424nun nnV17 K)

nn v370 70

334 3241AOO111 74•ur 24nil 07n vi 4477A 71

740007UUK1

370 OO

7n.i 107W7SIM no701 11)11300

310007nino477 »mi in3(«70

310 Ml

im /n7.W4070A7I)

7437017070AO3 AO

niy in3A1 O4

3nun73U DO

37IA163803832B8041000

30320373 BO

B7044488 IB40500

,,-h ..

t**wt tl,m rh^mtfl1. h.

1, Ml,,. 114

(>) (. •!

nnnAnAM 73

AVI VI

4AA 74Mi'ir.nonioB3A40nan oom7 inMTIOO

Mm, I)

r I7r14 OOO

I1IMVA. VIA

(j.yA,,1) '

nl on1* (>4

ri 04i i* <oo

11000 At 03

Aonn 1 01 .00

ABM 7 31 01B nio 4 1* OA7 347 7 M OA7 1.38 II 01 .00

A4A4B mono oi« .00AflO 36 ir.lMIl 0 71 OI4n/ on41C1714nn/onni oo41*14043700

Mnno4 (WOO

11000M70040000

nun o«iwr.m4nnooW100

MA on.wen)4/100

3K4Bn411130

A4A31/4AOO

M7 7887700

83078807008442080870

001 18604008870080319870007380072000

1714 OIK .00

r, i in i of OAA.A/A Oof .00

rrmi oof >oor, nrg n 3i 07K7f<O A M OA7 110 001 .00

A.inr 7 71 onA run 4 rt o/A.3B1 OOI'OOA.io4 i or 0404/0 1 It OA

7.AOO 1 M OBA.7MI 01* >OOfl.ABA 0 01 .Oil

A74r on >oo4/1*1 not *oo1000 001 >00

B.471 001 .00

A.4A3 001 >0011000 1 If 01

to.B.ii ont.oo10 om ooi.ofl

r.BBO i M on7.4ni on >oo8.32 1 1 M OB7. BOA 1 It 04r.2«o ooh-oo6.B08 B8C-OB8.383 2 7F.036.678 OOt '00

12.165 OOF.'OO

12.800 OOE'OO10.208 2 2F.-OB12.238 OOE.OO

,4,,H IIMI

Ini. ali*|Ni>l»l

(,„«/.„•) (XJ

111* .1X1

r m IM1 II 01 X

r in 01i ni 04111 01

OOt .00

3 M 0301* *m721 -00

l nl ov1)01 .01} X

ROI 03

BOI 07301 01

3M 071 IU "01 X

1 III 01A 01 O7

got 033n >oorot 01

oot>on7 Of 07

7 Of 07 XlOf 01noi 01701 01not .01701 01

201 013n <oi1 At 03701 (M

1 11 >00401 03 X

IU .00

14t024 Ot 02 X381 .00

21EO1

2 OF 027 OF 0121E011 4F. 0170FO435E02

liri

.»<|>MI_I

m

XX

XX

X

X

X

X

X

X

X

X

X

X

X

XX

X

tan

Page 104: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 105: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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,^,, -,,.*; .

Page 106: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 107: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 108: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 109: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 110: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 111: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

VI ( K H U i r TAW I

Ulurn 7 M«lhyin«tyil*wl*in«U7XM

OAM1IOAAfA 7 rhonaw i 74IMIIM i 3 > I m*t»m.unni umhyi tm w>

OAtm tmt Muty1l»MBAA3A Ci*n«n*i

n* (•rrirbiM tit

enuni Ni10U4141UU47A10044 r10OU( bKl.ltvil n1I14A1A n lhj*vMMnr*in«1OM3.1 |» XytorM1(MI4n( 1 4 (>hkMf*n4i»n1I4HJM 1 3 IMfivnrMlhouniUU 1.1 MutMliMWmfll3A AiniWn10/unj 1 7 OkAlnaMlMroinfill Af^yliHilktalOnoM Vinyl •natataIIMIOI M«lhyl»ita,V» im. (4 ..10AM1 m Xytono.10WlfA I in litn*«hyt»»i»n»10AAC UMhvklvoMnan*IOAAA1 InkwnnIDAOOf Lhlnnl»nra<u>lOOnOl 1 f:hlr«ntHilBn«1 10OOO 1 1« anI1OM1 HMtvw111444 HM7 c

I IA f41 H«»rhbT(ib*inf>n«17OA71 I 7 4 lrhr*ltwnlMnf«n*i171'M r>nkin>lrtohvtl*(7 bii1744A1UdOAf

17f1M l.«»,h17W»0 IV-)""113O40 IMMm/nlliiin1 inoM wo Bi*r1b«nr»n«14irnn I Iimvw nta 1.71Amm tmm 1

7IAOIO (;hiy««i«10WXT7 AbkkiHOMn .1, . HCH («l(.h. MHC)Midi 1 1 [)k:hk»ol«nf«n.M3fnn 1.1l)lr>hl(>ii|t(i|»n*>(IVr3«l 1 1.1 7 IMfU

I(1V4(H4 Mllll(410U(n Mwi>«y (•

7 IK4. .017 A1l-*nt4 1M..011 Alt. .03

A 1 n "07lfWt.03l int «oi7 /(4..OI4 A* .017 Oht *O1

( (1L.034 AUt *O7A f / t ' O IA 4 At .01

IBM: .07

f (At .67.

ft 141 .01

4 AM '01

BA7I >071 111 '01

lAlK '07A l(i*O731X4 Mil1 Oil. *()!

3 (in -on1 (41. >01no(4. *oon 7M ><»0 Ortf- .01)4 0(1 *071 IN .01

( AM >01

1 AT* "07

7 101. .07

1 (71 *011 Art .01

4 Ml .011 Alt .01

7 141-01n M4 .04

1 (AT'Ol4A7I .00A lit. 01

1MT.01n(* .011 At* *07ion»..onn ini-.oiorvv-.o?A 441 .00innr.oiA7At"01i 7» >onIUAI .on74M >on1 711 .011 OAI .0)

4nn..ot1 II* .03r 7«.«oon 701- .01

ft UH- (17

ft 77t (17

4(ML (V

A (14 (17IHKH. (Vft (111 (13(1(11107' 1(4.07U (HI. 117

a bit. 07ft ML (17

ai.ot.o3nan. 03f AOi. U7

( Wt 03f 101 03

r 60107(711 mAOII 07A ((H 03(nwi 03nuol 033 Ifl 033 4UI 01

1 OAI 111

1 041 01

1 731 01A IK4 03

f not 0-7run 07nim 07f Ml 07

n (oi 07r 101 07A?ni 071 041 017 onl oiA07I 07MM 03A 431 07

1001 07OMII 071 enr 071 171 01ARAL 07(70f 07

7 (71- O7

7 M|. 07

n rot 07( 131 07r MI 07'0(| 037714 0774A| 071 171 O71 471 07ft 071 07n7ftl 07r lot 071 CT3I 01J0(t 03

f 114- 1

r f*U- (ii int I1 (14. (f U4- (U4nt nnr v7t- (r U4- (1 (13L (

A IfL 1• U7L Oft

f 1OL (41A (it onA nut (»r nut oa(lout oaf am oaoofL oa( AH oaA 171 inA 441 (>1

f U4 IIIt 1U in1 OAI. (16

1 371 OAuuu onl >4I (n071* (41

( M4 Oft

f IM (41An/ I (nA A7I (41

A ftt4 (VI

A ((4 (*li on OAl 771 onf fd onf '.11 on4 r.Ai (nion onA7.H oni 0(1 on1 onf oni wi oni o» onATI* 0ftr 741 onn on onnut ono rot oni in oni loi onn nnr (*i(1311 on4 AM onr Ml onr nMi oni on onr 04: <>ii OAI: OAft lot on

1 1(4. *OI

7 4M..OIf 4M-.ni1 fit .071 MM. »O7

7(4. *O4(14.. 01

rut *oi(X4-.O4n/L.oi

70M..01a lit .01A lit "017 O«t .01

i not .03not-.o)A7B». *03llOt .01ft Out .01

3 1X4 *OI)

1 AAI >O7( IH4 *OI

4 IM '01

f »|. .03

7 111. .00

• A7I..01f 4(4- .04

7 OOt -04

1 (KJ4..O4i nil .07704 >UI

1404. "01

A3ft» -034 f3l .09

1 101 .011 OOF *O4

1 741 '011 f7l 'O4n 101- 01noot 014AM '01

1MM047 not .0.13MMO47171.0.17 OOt '07i IN- .on110MOO1041-00AOV04inn .01ft SOL .01

i nor 01n xK-mi rota?

7 001- -001 ML .077 not -011 lOt -01A lot .047 OOt >01

1 unl (133 13L 131 31L 03

3 13L01

( (ft 031 ODt O77 A3L 01

1 ftft 07f (ML (11144L034 A f tO I4 ML -01

4 ML O4

II A3L O4

1 331- 01

1 17L011 (01030(11 044 1ft 01

n MI oi1 1 .11 01

a A3I (131 It4l (13

1011 '00

4 001. 014001.034 311 01

7010 07

A (HI ().l

1UH 013411 01

4 771 -00

7 (31 011 All 01

noil 017711 01

AA7I '01( HII 044 Ml (14

A 414 07

nnir 03root 04.1 Alt 07

1 Olt 074 Oil 01

r AII 014 Mil 04AIW O4

AMI 01

AMI 01i nn ni1MI OI4 Ml 01

inn 01noAi 014 Ml 041 7(1 01(741 018001 073 Mil 074414 01

4 1171- (>4ft Ul. O4

71Wt 04K 1M. 01

1 UO-OIinn. 04n 141- 014 on. IMi ia (MA4I4 O41 IM-07i int >on1 Ufl OA

7 1UL <>«

f n«. 017 (41 01

4 141 04

7 1(1 081 Ofl 03

1 .III 03( Ml (11

3 IX 01f 411 114

( Ml 03

1 371 04U f fl O4

1 Oil (14

n 1(4 041 Ml (>4r 131 01nnn 01i nn 01A (131 011(l« 0]

1 Al» 07

nm o.i1 AfK .00

1 A(N on

i 171 on1 171 011 471 01i Ml on//III 04

74ft) 041 701 07

1 A4| O7

i tot oni Ttn on1 UK 07

1 Ml 0440(1 O.I

ami 011 III 040441 on1 in 04i onl onlow 011 ((I 077411. 01n ju 04i art m

3"7«

3"71

3"313"

313n

713D3n7117n36

71

M;n7«

7n3n313n30

3ft7A

7ft

7f>7n7ft7n7n?n7»7n7n7n7n7n7n7n7n7n?n7n7n7n7n7nIt,7n3fl7n7»7n7fl7n3n7n7*

4UI 14

14 3(1

3U 10if n)r.l r,f

4f r.1443 m4 mininl foloom447 1043HM14 (8 (114A1U64U8M4 111 11

4UOO4UOII4V 704KI4A411 W

44f 71

4114 no3MKI13nniiMnnJf«) XIMB An

V»t»)417 114 if no1(100

Ml fA

404 Afinl no.n4flo\ll fO411 inA f 4 4 1WI7 AA4MI IK

i fnTO4in uMl TO

IV 40

1U4 40

m(or.MIO

44n nv«7n1 1.1 nn170 AA

f i no(14 innoioir«nnn

44(1mi in401 n17A!

a/unn

f4n 4tifflt (VI

fnu(i)nvi V)ronii)d(r. in(HU If

AA3 (MlAM (II

hi 1 (11

17311(1)A1I 10

MXJ Ml

flU (1)

(11 f 30

ftMOO

OAAUlnun uiaiociiononoA1030AA4 fA

(J1 1 1ll

43AI11MM 111AAI OI)

A1UU)

AIO 11

nf I (xifl!( 00

ni( jnA f 3 7 0Ml fOA17 4(1M70040070rmnonra ia04704A7AOO;760OMUIOOB'DTOnMnnn7noo07070

OKI

A74nfo

n7iiM4

Ainnune7f

0(0nwi(niuin

AMAA( W

A3440f 1KM)

10 If 1

I/ Oral10 Av>

A nniurniU A(7

U MUU 1(1

( HI)lOUAfAINIO

1(1 11A

11 fUHI nno• AO1

IIMfA f f l

n Ann0171

07U)A A7A

0 3f 1A 111)A lf()

A f 11

rit4if (Mlf AID

A 341

A A 3 10 171

( 4f4

(010A4IOf 7A1

n.4f(A ADA

lonol1400)1444(

10.4(1U

nonof.nooA.ofnA 7 A A141(0(KM 00

AA; 10(num

MB?

nfifKnonIMIWIinooo1(1000

07.YJ IKfuoo

0/nA7A3A7nndff An

1417(

0 (4- .00

out «onO (4- >OO

(1 01 *(K1

OOt *(li)

0(4 >OOOIA toon ft »40(4-' (XI

0(4 .(X)(lit .000(4. .000(4*00out .00i itoa

ooc.oo4 a. osoat .0011(4 .00

OC4 .00(1(4 *(K)

o(4 .on3 71 043 AI (140 (4 .003« OA

am on001 .00

0(4 .00

oat .00oa .00OCX .00

OB .00

on >ooout .00001*00001 '001 H 04

0 (4 .004AI O4001 .00

n 41- 434

74FOn00t->00OOt-00lOfflO

ooT'oaOOT'OOOCX "00OOI- -OO001 .00on *oo711 047H on401 01mi. 01on <oo4 or on(4t on0(4.100on -on

1 (H. (11

( (*. 031 AI-OI( (4 -ai7 (H (11

1 AI (13IKH 01

401-011 U 01

1 31- 011 41-01

401 01lAt 01

30t 01

i ot-.a>t Ot'OO0 (4 .00361 01

1 41 01

t 41 01( IH '(11

A(H 01

3 IX 04001 .III

30t W

0(4 .0)1

7 W 0170* 01

ADI (13( 14 •(•)A 01 01K4 <m401 01not 0-31 41 'OO

1AI 01

3(4 01on »r»i7 It 037AI 0.1701 01

oov-on(01 0V

fOI 04f OfOI

ool *onMt 01141 07

141 01

1 71 >001AI 07roi a>

001 *on001 .00

1 11 04001 .001 II 01

701 0V1 11-011(4 "00101 O4

X

X

X

X

XX

Page 112: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Soil Residential Benzenewithout 3 ft additional soil cover

: f+'f, * ':•-, i». .

v . " . . - , . • - . - < -.-vSi..-;. fiHi,*1-., •.- •, • • . . . - . . . •-.. /if •'' : ;. '. ••:.. ,."• t.-,.ytt~.':~-.!•'•••• • ' : - - ''ii.-.v «"\~;;'"f ' ',H,'v '5,..:. .- , ':•'•'•-'•' . ' . " • ' . '.- .^f-.^,!~«f'Sm,:£<i-?,Ji\:, ~- i . . -• ' '.!£*'•'...: •"'• >',; ::/.V. , . ' - • - - . , s'-v. »-r." ' • • . "-">,\"'.-:.1 ->• > "•• :.S^,' ' • • ' • • • . • ' . " • l"

i.^:V:'^' • • ' ^ ' ' '•*'-!^^'-^ *^'«fpi%svk.'.;;.;"" -•••• -^^f^S-'i^l^^^^.-i;-•A^^^i-^:,?;.-^•'..%-•;;'^-?;'v^>v;;:';':

' : , , ;_. .•\A-,..-;J%^v8'iv^?-: :':^f;vfe^^^^''""v>^^ffrt-:'^^ - •- '

,fP,-riv^S i

._, ?. ;.'*;,?;,*?>* ; ' • . _ ' . •: . ^^^l-^f'^-^^'^'-^^-^^

^' ^M^M^^i^^s^^ , -^--,:---

r.ij-:.;. rJ?v, _:, •_;;_. •- - -

' •'••-' •*.-? -,: ,':.Vfri;X3;s«F*;-*

•;.^'S'-if^^xw'?^^* • "fv'W;»;v;.-;jv::';^Cf v'5'fS^^"r':rvv«qfLK;-;:; *• -^x,,^^;. *.";•-•'>•; :- ••: •.:- -\h-:' ',V-^V : ^'5\: .• '-.- ' ^1'-' -- V'-/: 'p ;:^> --f-'^ °' . •'- ^^"-^^3 ^^ ;Vf? ^.:^4f-^ ". ^ . ^""L ,. . ; - : ; ' ;, -" '

-'j'&-t'--JK%$/jr.rt<&*-*-'- ~ . . ''''-'•""'. '-....;'...:..... . . , • ; . • . ' . • • • : . . , ; • • , ; • •

Page 113: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 114: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 115: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 116: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

MHKI .

• (Ill

LINK. .

IrM.pamoMlalituk »<*ti

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

Page 117: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

XX X

X

XX

XX

XX

XXXX

XXX

Page 118: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Wim 7 I H.».t*»»..*

•ratt I 1 4 Trtft»*i«Mv<**Oh IB 4 1 7 1 tttH4*t<«<f»w*

noil tu

• not n;r in n;

Km/ 7 htet*hViftf«M«

IfBfUl lr*m

ItBUll IJ*n*«vw«wKUUt K M

1 VOW wn Itifcfjwvivfi

141/nn I tiytonrtvto

1 infill »«n» 1 7 I

Mini 1.1IB<4*»f4wilPrw

nwr/iNi l i 17 1<*«H*iin|w1D14IM4 Ultll

/4 uju/n Uttitfly (***ti«tlri)

(11

/ AM >O1

I A/t MU

7 IU .117

I fit '01

1 Ml >01

4 141 Mil

7 141 Miln not «nj4

4 nn M*)fl 111 Mil

onrt *n7

n 441 *on

ri 7'd >O1

io« >nr.7 4frf MTO

i 7H -mi ON *m4 *iM M)1

i ini -07

t 711 01• Oil 117ft M4 ol/ wa u;ate* 07

7 1 / 1 07

? 4IH 01

1 Oil til

1 041 I) I

1 111 01BfKN 111

/(MM 01

A 071 111

/ IN IT7

A /(N Ol

/ V* (17

A 7« 01

1 041 IM

7 01* 01

A a/i o/1 IM O7

ri47l 07}(M» 07

QVH 01

I MM n/

1 111 (H

/ 7« 07

7 /7I 07

7 IN (T7

1 MX 07

f 171 07/mo;/ O / l 07

7 7W 07

74IW 07

1 171 07

1 471 07

A Wl 07

« 7W O/

/ in 071 071 01

10/| O/

BOH in

f Mri un

a (in in/ MH (BDO/i in/ Btl IBA in onA 441 (B

/ «H IB

1 1UI (ft

l till on

i i;i onUU)I IB

1 Ul (A

Ann IBA *ui onBOH tnA /ill IB

1 (III (A

i in mr //i IB

4VJ (Bnoil on

A l t ) <B

1 171 (ft

i (MI ir.H *)1 (B

r 141 (Bnun onn 171 (B0 /oi on1 111 O*i

i 101 mf, W nn0711 (B

4 hni on/ 141 (B

/nni (iti IIM on/ urn nn

n mi IB

n l it •n l * •lutfl •

l BUI •

/ IV*MM

i nit MI;KHl Mil

I 4*1 Mil

ft I ft MU

4 r;i MU

/tK9 MM

; Mt MM

1 111 MMi ml MI;

) ill •no1041 Ml)

non *O4

I 'rfR Mil

n v« MM1

7 Ol

1 14

Ol

1 •< tU

7 171 1)1

1 441 (U

4 n/l Ol

4 /4I Mil

1 111 Ol

1 171 111I tit IU

B /H tM

4 1/1 1)1

4 *V 0111* 01

• BJI (U

1IMI (U

J Oil •(•)

4(U (M

4 (I* (II

llll 01

1 411 (M

4 111 Ml)

7 in oi1 Ml 01

BUM m1 111 III

nnvf M>I/ VU (M

4 Wl O4

ft 4« (17

1B1I (T7

/ IU 04

7 A* ft/

1 IMI (17

nn4i 01

i n/i 01IfMI (M

4 r*4l IM

in/I inntw rn4 141 IM

1 7/1 01

/ /4I IM

0 HI (17

7Wt (V

4 «tf 01

tarn

• 141

1 MM

• ««

1 IU

1 IM

1 (>/l

1 M

t Ml

7 /4<

4 141

7 IM

i <mi in/ Ml

7 M

Mil

/ Ml

1 SJl

u m1 llH

t 111

i mt 171

ftfl/1

1 Ott

nn/lItM

1 IM

ft M

? *«t Ml

1 17t

f 171

1 471

/HII

7 4«

i /iiI IM*

1 1(HI tn\f 101

1 IM

40 / |

D mi ina 441i ni1 IBI

ioni in7411

n / vT O / I

IM

rtl

(M

/M

IM

(!)

ir.f*i

U)

(II(M

tnmHI01

»iU4

uM

M

M

M

mni(it01

i>i«i(17

111• II)

m(»jHI

01

f*

mo;

»/nr,

if.(Vn<ni01

(M(r,(M(r,01

*>7m(M

lr>

"i

•i

1

-.

1

fi

1nifii

^f>/n717ft

;i71

;*l?*.7%/I/t;••/•»it/i71

1

iJJii

*,'ti

r,

7r.

7%

;*»7ri

7%

7%

71

7ri

7r»

7%

7ri

7*7r-

44 r 11

*47 V)

Vil Ml

UIIX)

44; 104/1 inIfilMI4niu*.

*U 14

4)0 11

4V (HI4*UUI

4 U /O

4*n 4nlit n;44/ 71

«M«t

ABM)

U1IM)

V«i«1

ftfl V)M% nnMfMi

4 1 / ; /ttt nu1/1 IK)

111 m4iM n/yti no

141 H)

4M 1?\

n / 4 4 imi; nn41V) 1%

4m M¥11 U)

IW 4(1

*M 41)

nnr uriW)

44ft ri

Vrf) ;n:\itnri

V(» nrinr>o

/H 1')

nrnoi

non '-,'-.

44nmi ir,401 r.

i;n in;o nn

am noMO (/

r.VKXi

IM (Ml

i;7tn«)BI1 10

nw no/111 (HI

ni/ jnem ixiItVUK)

aurioo

ODlX)anim)Bin ;o

MH /ri

MtUO4/1(10

''It <K)

W1 (Wl

MUlK)

Ml* 1 1

Ml (H)

ni; ir.nt/ ;ittr> 70•KM Ml

nu4oW/()0

4*1) ;orMtiiK)

nouM)(Hi U4

lUfKXlf;ti(m

ft/N/O

VH DO'.7') IX)

(I/O 71)

irui

ILM

n/o17 n

M4

'on*.OPOJt

a/anioir

MO HI

flM

W / T B

fU4

4U/ 1

1/tt)

• If/

0 «»

r MO

K)«r./

BUH1

in tin11 fVIIt) WO

a tinB f t /

n / / t11 awB 111

fl All

B unH 7 / 1

• 110

^ tron /n/ CV41

r /nnr niln ;4in viu ui/ 4M

1 UK)

A 410

/ /ni

nnun111 MM

Mill)14 44 /

1U4M

', OTMI

/ noon ntnn Ttwinfnmv*tnn/m

rnnirn

Ml//

flflf

1/IINl

1MW

1WIXI

1 VIM)

wm in/OIK)

a/m Til IMfinri/f nn

on MHon nt>

mi MII()(• Mil

till >(•)

(lit •(!)

Oil Mil

(II* Mil

1 II onOil MI)

4 81 01

Ull i(l)

(lit Ml)

Ull Ml)

1)11 Ml)

Ull MM1

711 1)4

J HI U4

Dig MI)

) ni 01nni tr,

t)(I MI)

Oil XI)

M(« .11)

Oil •(•)

(HI Ml)

till MI)

Oil MH

Ull Ml)

(1(1 Ml)

1 II (14

oiri MII

4 IK 1)4

(Ul Kl)

/ 41 l\f>

nil iiiiOil id)

III! (Kl

(l(| •(•!

IH* -Of)

run MI)0(1 iHT)

nn >noOil MI)

; n (H; 11 nn4 IM lit

i m 01IXH MT)

40i on/ 41 onon MI)

i •! n;not 01

i 11 in1 71 4)1

1 41 01

4 II 1)1

mi 017 IM n t1 1H MK)

1 (M MM)

(MH HKl

IM 01

l 41 ni

1 41 Ol

t Ut MM)

BOt 01

701 04

UO* MM)

MM 01

O(tf MMl

; (i 41 17(X 01

BIH I)/

1 111 MM)

it m 01t IX MX)

401 |)l

AIH 07

1 41 MM)

1 M O t

;m ni()(H •(»»

; n 1177 M Ol

701 Ol

tm tt/t (H 04

/ M 01n Ol mo

in in1 4} it?

1 41 ()1

1 71 MMl

IM (17/ 0| |(7

nni MV)001 MKl

1 11 04

oof inn1 11 01

701 07

1 11 fit11)1 MM)

1

1

1

1

11

atIilL

II

L

I

aiiL

I

II

tI

1

1

I

1

I

t

1

1

nN

I

I

I

II

^niiiinn•inL

I

11

I

Page 119: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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-.- •• -.-

Page 120: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 121: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 122: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 123: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

! !

Page 124: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

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

Page 125: BARR ENGINEERING COMPANY - TECHNICAL ...'*f< 0000 Barr Engineering Company 4700 West 77th Street • Minneapolis, MN 55435-4803 228767 Phone: 952-832-2600 • Fax: 952-832-2601 Minneapolis,

Unfit* / ( l*VI«ftMM«

•****• 11 4BRIM 1 7 1 tttrf*trt«,

Mill

otatr t

i f f i y r*+w**r«wffw<M

M HU/B htviivy (itetiHitHl)

ntf 7<l 01

OUl (T/

ymt (r74 4(1 01

1 HIM (M

B Ml 111

4 If* I*

i an i»4• «• (M

1 IIB H/

i im nili on m7 M mf an tti/ f4l (11

4 Ml (M

/ 1ft OH

i u/t (i/i iti lU1 Ml Ut

/ *i int 411 O4

f MI at1 //I (M

0 ffl iM

1 IIU 1*4

t til (M

1 IM (M

/ Ul (M

f. (I/I lit

BR7I iniiwt <n1 IU (17

i u ini MN M«i mi mi 1/1 m1 VI (11

t 4/1 m1 IT4 (VI

f K \ \ 04

) 4(1 (M

i /ii mMI (WU* in

/m <r>mi O7YV rt4ofl m

u w in1 111 04

D 441 in

1 MX (M

i arti mKHl 111

i tn (p7 4 1 1 {11

n /y (Mi (in (0

/*i

/n7«

/I

/I

/I

/*;nn/i/n/n71/n>f»/n7ft7*7n/fi/?i/•t/•t7ft/n/n

/i/n/ft/ftM

n71/njn71

7"k

71;*•/'•/'»7r»

71

7fi

71

/I

71

7f>

717ft

71

71

7*i

717ft

4«r it44/ W

4 VI onMI /aVXHU44/ 10

4/1 W»

4fi(*i4»i»n4<B 14

41B 11

4V l»

4V on

417 /U

4fH «•

411 fl/

44/ /I

«H nu/woo\n nuWIB1

m toMtni

nino4i/ //4 If Ml

mi tn«MMfni noVM BO

141 /U

4M in

• f4 41

Wfti4M 11

ifi 7041fi 14

HI 110

IU 40

VM 40

m/ of.wi

440*

Wl 7fl

11 1 nivii n»tMIO

/H Ift

im niM»II

44fl

•mi i*

Vfll

tVUM

a/n (•>

MM If

an/ (MI1VIOO

nfi (MII/ JO (Ml

Oil 10

/ill HifiatNieif /oft VI (Ml

Ann t*iOWt Oil

aviunem M>a ie /natM /nM1UU

4/ftOO

•kit ix)

•tti <«)

MOlHI

Mil 1 1

Ml IK)

fHMnnt/ /%

in funu 40M7 <KI

4U) /O

ntit ix>(TA /O

M; i>4K/%(X)

//ft Wl

rrttiwin;n /nVrf («1

V*i IN)

ani /nOUl

H74n/a

V 1 1

r»44

%in r,an /f

D/0

nta Mnwwi

nuwr »

4Uf 1

t fW

anr;a wa inf fw

intr.fBttl)

to imII /U

10 ima *>ti• /ifn f/i

1 1 amH I/I

(»*•>HUt

H;Mn nu1 lf()

n fit/ Ml

1 flVt

/ nitn /4in -./IU VI

ftfll)

n 4Ki//nin 4ffnnurt

10 nnMill)

14 44 f

in 4/1e

ri an/minn/tn /nnH ifnmi4(i)ntt/m

rnnrn/ID/

n/uUlVN]

104.W

tvnni iono

u/vi in/ano

miff «i1417f

on MI)(Ml t<ll

fl ft 04

n it tinnn MII0(1 illt

IM« •»)

0(1 •(•!

0(1 Ml)

1 11 IM

U(« MII

4M mU(V Ml)

OU Mil

our •<*){lit Mi)

out MJU/ /I 04

/ HI (M

0(1 Mil

/ ni n'.0 H O'l

11(1 Ml)

0(1 MR)

1)11 Ml)

(111 MII

Oil MII

0(1 MII

ft It •!»>

Oil t||]

(Ml '(!>

.1 11 »40(1 •(•>4M 04ru* MX)141 (14

/ 41 Oft

11(1 •«)nil -ni)i IH on

oil >onOfl Ml)

rxi • onom too(id >nnO(l • Oil

/ 11 04

7 » nn4 n (ii1 M 01

(If* MY)

4 (1 (Ml

0(1 MI)

1X1 •(!>

1 Bl l)|

• Ot 111

4« |)1

1 11 nit /I ol1 41 01401 01HI 01

/Ol OlM MID01 ionM -DO

M ol41 ol4t Ot

04 *OOOl 01OJ O4

UO4 MJUi IM Ofl

0 (M *(M)

/ 11 Ul

/ Of 01

Qlri <!/

f Ol MM)

niH 01

4O4 ni

HIM o/1 4t KX)IM Ul

/m mOUt MM)

/ 11 tti/w nt7Of Ol

nni innf ii 07/Ol 04

f m 01ooi «on1 11 01

i 41 o;i 4i ni

T 71 '00

lf>l 07

f 01 O7

OOf «OO

f>w >oo1 11 04

not <on1 11 017fl 07

in MTO1(1 04

11111II

HI

ItIII1tIfltI1II1I1I

1t1t1Inniiiiiin4

I

I

t

1

•t

fl

n9iiiii