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EPA Document# EPA-740-D-24-028
December 2024

United States	Office of Chemical Safety and

Environmental Protection Agency	Pollution Prevention

Draft Physical Chemistry and Fate and Transport Assessment

for Di-isobutyl Phthalate (DIBP)

Technical Support Document for the Draft Risk Evaluation

CASRN: 84-69-5

December 2024


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28 TABLE OF CONTENTS

29	TABLE OF CONTENTS	2

30	ACKNOWLEDGEMENTS	5

31	SUMMARY	6

32	1 INTRODUCTION	7

33	2 APPROACH AND METHODOLOGY FOR PHYSICAL AND CHEMICAL PROPERTY

34	ASSESSMENT	8

35	2.1 Selected Physical and Chemical Property Values for DIBP	8

36	2.2 Endpoint Assessments	8

37	2.2.1 Melting Point	8

38	2.2.2 Boiling Point	9

39	2.2,3 Density	9

40	2.2.4 Vapor Pressure	9

41	2.2.5 Vapor Density	9

42	2.2.6 Water Solubility	9

43	2.2,7 Octanol/Water Partition Coefficient (log Kow)	10

44	2.2.8 Henry's Law Constant	10

45	2.2,9 FlashPoint	10

46	2.2,10 Autoflammability	11

47	2.2,11 Viscosity	11

48	2.3 Strengths, Limitations, Assumptions, and Key Sources of Uncertainty for the Physical and

49	Chemical Property Assessment	11

50	3 APPROACH AND METHODOLOGY FOR FATE AND TRANSPORT ASSESSMENT	12

51	3.1 Tier I Analysis	13

52	3.1.1 Soil, Sediment, andBiosolids	14

53	3,1.2 Air 14

54	3.1.3 Water	14

55	3.2 Tier II Analysis	14

56	3.2.1 Fugacity Modeling	15

57	4 TRANSFORMATION PROCESSES	17

58	4.1 Biodegradation	17

59	4.2 Hydrolysis	18

60	4.3 Photolysis	18

61	5 MEDIA ASSESSMENTS	20

62	5.1 Air and Atmosphere	20

63	5.1.1 Indoor Air and Dust	20

64	5.2 Aquatic Environments	21

65	5.2.1 Surface Water	21

66	5.2.2 Sediments	22

67	5.3 Terrestrial Environment	22

68	5.3.1 Biosolids	22

69	5.3.2 Soil 23

70	5.3.3 Landfills	23

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71	5.3.4 Groundwater	24

72	6 REMOVAL AND PERSISTENCE POTENTIAL OF DIBP	25

73	6.1 Destruction and Removal Efficiency	25

74	6.2 Removal in Wastewater Treatment	25

75	6.3 Removal in Drinking Water Treatment	26

76	7 BIO ACCUMULATION POTENTIAL OF DIBP	28

77	8 WEIGHT OF SCIENTIFIC EVIDENCE CONCLUSIONS FOR FATE AND

78	TRANSPORT	30

79	8.1 Strengths, Limitations, Assumptions, and Key Sources of Uncertainty for the Fate and

80	Transport Assessment	30

81	9 PHYSICAL CHEMISTRY AND FATE AND TRANSPORT ASSESSMENT

82	CONCLUSIONS	31

83	REFERENCES	32

84

85	LIST OF TABLES	

86	Table 2-1. Selected Physical and Chemical Property Values for DIBP	8

87	Table 3-1. Summary of Environmental Fate Values for DIBP	12

88	Table 3-2. Summary of Key Environmental Pathways and Media Specific Evaluations	15

89	Table 4-1. Summary of DIBP's Biodegradation Information	17

90	Table 6-1. Summary of DIBP's WWTP Removal Information	26

91	Table 7-1. Summary of DIBP's Bioaccumulation Information	28

92

93	LIST OF FIGURES	

94	Figure 3-1. EPI SuiteTM Level III Fugacity Modeling Graphical Result for DIBP	16

95

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ABBREVIATIONS AND ACRONYMS

ATSDR	Agency for Toxic Substances and Disease Registry

Atm	Atmospheres

atm mVmol Atmospheres - cubic meters per mole

BAF	Bioaccumulation factor

BCF	Bioconcentration factor

BMF	Biomagnification factor

BSAF	Biota-sediment accumulation factor

C	Celsius

CASRN	Chemical Abstract Service Registry Number

cP	Centipoise

DIBP	Di-isobutyl phthalate

dw	Dry weight

ECHA	European Chemicals Agency

EC/HC	Environment Canada and Health Canada

EPA	Environmental Protection Agency

F	Fahrenheit (°F)

g/cm3	Grams per cubic centimeter

HLC	Henry's Law constant

K	Kelvin

Kaw	Air-water partition coefficient

Koa	Octanol-air partition coefficient

Koc	Organic carbon-water partition coefficient

Kow	Octanol-water partition coefficient

M	Molarity (mol/L = moles per Liter)

mg/L	Milligrams per liter

mL/min	Milliliters per minute

mmHg	Millimeters of mercury

mol	Mole

N/A	Not applicable

NCBI	National Center for Biotechnology Information

NIOSH	National Institute for Occupational Safety and Health

NLM	National Library of Medicine

nm	Nanometers

NR	Not reported

• OH	Hydroxyl radical

Pa (hPa)	Pascals (hectopascals; 1 hPa =100 Pa)

PA	Phthalic acid

pg/L	Picograms per liter

ppm	parts per million

QSAR	Quantitative structure activity relationship

RSC	Royal Society of Chemistry

RSD	Relative standard deviation

TSCA	Toxic Substances Control Act

TMF	Trophic magnification factor

U.S.	United States

UV (UV-Vis) Ultraviolet (visible) light

ww	Wet weight

WWTP	Wastewater Treatment Plant

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ACKNOWLEDGEMENTS	

This report was developed by the United States Environmental Protection Agency (U.S. EPA or the
Agency), Office of Chemical Safety and Pollution Prevention (OCSPP), Office of Pollution Prevention
and Toxics (OPPT).

Acknowledgements

The Assessment Team gratefully acknowledges the participation, review, and input from EPA OPPT
and OSCPP senior managers and science advisors. The Agency is also grateful for assistance from the
following EPA contractors for the preparation of this draft technical support document: ICF (Contract
Nos. 68HERC19D000, 68HERD22A0001, and 68HERC23D0007), and SRC, Inc. (Contract No.
68HERH19D0022).

As part of an intra-agency review, this technical support document was provided to multiple EPA
Program Offices for review. Comments were submitted by EPA's Office of Research and Development
(ORD).

Docket

Supporting information can be found in the public docket, Docket ID EPA-HQ-QPPT-2018-0434.
Disclaimer

Reference herein to any specific commercial products, process or service by trade name, trademark,
manufacturer, or otherwise does not constitute or imply its endorsement, recommendation, or favoring
by the United States Government.

Authors: Collin Beachum (Management Lead), Brandall Ingle-Carlson (Assessment Lead), Ryan
Sullivan (Physical Chemistry and Fate Assessment Discipline Lead), Aderonke Adebule, Andrew
Middleton, Juan Bezares-Cruz (Physical Chemistry and Fate Assessors)

Contributors: Marcella Card, Maggie Clark, Daniel DePasquale, Patricia Fontenot, Lauren Gates,

Grant Goedjen, Roger Kim, Jason Wight

Technical Support: Hillary Hollinger and S. Xiah Kragie

This draft technical support document was reviewed and cleared for release by OPPT and OCSPP
leadership.

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SUMMARY	

This technical support document is in support of the TSCA Draft Risk Evaluation for Di-isobutyl
Phthalate (DIBP). EPA gathered and evaluated physical and chemical property data and information
according to the process described in the Draft Risk Evaluation for Di-isobutyl Phthalate (DIBP) -
Systematic Review Protocol (U.S. EPA. 2024c). During the evaluation of DIBP, EPA considered both
measured and estimated physical and chemical property data/information summarized in Table 2-1, as
applicable. Information on the full, extracted data set is available in the file Draft Risk Evaluation for
Di-isobutyl Phthalate (DIBP) - Systematic Review Supplemental File: Data Quality Evaluation and
Data Extraction Information for Physical and Chemical Properties (U.S. EPA. 2024b).

DIBP is a clear, viscous, and mostly odorless liquid (U.S. CPSC. 2011). As a branched phthalate ester,
DIBP is used as plasticizer that melts around -64 °C (NLM. 2013). DIBP has a water solubility of 6.2
mg/L at 24°C (U.S. EPA. 2019) and a log Kow of 4.34 (Ishak et al.. 2016). With a vapor pressure of
4.76x 10"5 mmHg at 25 °C and a boiling point of 296.5 °C (NLM. 2013). DIBP has the potential to be
volatile from dry non-adsorbing surfaces. The selected Henry's Law Constant for DIBP is 1.83><10"7
atmm3/mol at 25 °C (Elsevier. 2019).

In this document, EPA evaluated the reasonably available information to characterize the environmental
fate and transport of DIBP. The key points are summarized below. Given the consistent results from
numerous high-quality studies, there is robust evidence that DIBP:

•	Is expected to undergo significant direct photolysis and will rapidly degrade in the atmosphere,
with an indirect photochemical half-life of 27.6 hours (Section 4.3).

•	Is not expected to appreciably hydrolyze under environmental conditions (Section 4.2).

•	Is expected to have an environmental biodegradation half-life in aerobic environments on the
order of days to weeks (Section 4.1).

•	Is not expected to be subject to long range transport.

•	Is expected to transform in the environment via biotic and abiotic processes to form phthalate
monoesters, then phthalic acid, and ultimately biodegrade to form CO2 and/or CH4 (Section 4).

•	Is expected to show strong affinity and sorption potential for organic carbon in soil and sediment
(Section 3.2).

•	Will be removed at rates between 65 and 95 percent in conventional wastewater treatment
systems (Section 6.2).

•	When released to air, will show strong affinity for adsorption to particulate matter, will mostly
partition to soil and water, and remaining DIBP fraction will rapidly degrade in the atmosphere
(Section 5.1).

•	Is likely to be found in, and accumulate in, indoor dust (Section 5.1.1).

As a result of limited studies identified, there is moderate evidence that DIBP:

•	Is unlikely to biodegrade under anoxic conditions and may persist in anaerobic soils and
sediments (Section 4.1).

•	Is not bioaccumulative in fish in the water column (Section 7).

•	May be bioaccumulative in benthic organisms exposed to sediment with elevated concentrations
of DIBP proximal to continual sources of release (Section 7).

•	Is expected to be partially removed in conventional drinking water treatment systems via
sorption to suspended organic matter and filtering media (Section 6.3).

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1 INTRODUCTION	

Diisobutyl phthalate (DIBP) is produced by the esterification of phthalic anhydride with isobutyl alcohol
in the presence of an acid catalyst. DIBP is a member of the phthalate class of chemicals that are widely
used as adhesives and sealants in the construction and automotive sector. DIBP is also commonly used
in electronics, children's toys, and plastic and rubber materials. DIBP is considered ubiquitous in
various environmental media due to its presence in both point and non-point source discharges from
industrial and conventional wastewater treatment effluents, biosolids, and sewage sludge, stormwater
runoff, and landfill leachate (Net et al.. 2015).

This Physical Chemistry and Fate and Transport assessment was used to determine which environmental
pathways to consider for DIBP's risk evaluation. Details on the environmental partitioning and media
assessments can be found in Section 5. Briefly, based on DIBP's fate parameters, EPA anticipates DIBP
to predominantly be found in water, soil, and sediment. DIBP in water is mostly attributable to
discharges from industrial and municipal wastewater treatment plant effluent, surface water runoff, and,
to a lesser degree, atmospheric deposition. Once in water, DIBP is expected to mostly partition to
suspended organic matter and aquatic sediments. DIBP in soils is attributable to deposition from air and
land application of biosolids.

EPA quantitatively assessed concentrations of DIBP in surface water, sediment, and soil from air to soil
deposition. Ambient air concentrations were quantified for the purpose of estimating soil concentrations
from air deposition but were not used for the exposure assessment as DIBP was not assumed to be
persistent in the air (ti/2 = 27.6 hours (U.S. EPA. 2017)). In addition, partitioning analysis showed DIBP
partitions primarily to soil, compared to air, water, and sediment, even for air releases. Soil
concentrations of DIBP from land applications were not quantitatively assessed in the screening level
analysis as DIBP was expected to have limited persistence potential and mobility in soils receiving
biosolids.

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250	2 APPROACH AND METHODOLOGY FOR PHYSICAL AND

251	CHEMICAL PROPERTY ASSESSMENT	

252	EPA did a systematic review by conducting a literature search to find published physical and chemical

253	property values available through 2019. Physical and chemical property data are extracted and evaluated

254	for use in the risk evaluation as described in the Draft Systematic Review Protocol for DIBP (U.S. EPA.

255	2024c). Due to the large quantity of available data, only studies with an overall data quality ranking of

256	High were selected for use in determining the representative physical and chemical properties of DIBP

257	for the purposes of the risk evaluation. Experimentally derived values for a log Koa were not available

258	and EPI Suite™ was used to estimate a value (U.S. EPA. 2017).

259	2.1 Selected Physical and Chemical Property Values for DIBP	

260

Table 2-1. Selected Physical and Chemical Property Values

for DIBP

Property

Selected Value(s)

Reference(s)

Data Quality
Rating

Molecular formula

C16H22O4





Molecular weight

278.35 g/mol





Physical form

Clear Viscous Liquid

U.S. CPSC (2011)

High

Melting point

O

O

1

NLM (2013)

High

Boiling point

296.5 °C

NLM (2013)

High

Density

1.049 g/cm3

Rumble (2018)

High

Vapor pressure

4.76E-05 mmHg

NLM (2013)

High

Vapor density

9.59

NCBI (2020)

High

Water solubility

6.2 mg/L

U.S. EPA (2019)

High

Octanol/water partition
coefficient (log Kow)

4.34

Ishak et al. (2016)

High



Octanol/air partition
coefficient (log Koa)

9.47 (EPI Suite™)

U.S. EPA (2017)

High



Henry's Law Constant

1.83E-07 atmm3/mol at 25 °C

Elsevier (2019)

High

Flash point

185 °C

Rumble (2018)

High

Autoflammability

432 °C

NLM (2013)

High

Viscosity

41 cP at 20 °C

NLM (2013)

High

262

263	2.2 Endpoint Assessments

264	2.2.1 Melting Point

265	Melting point informs the chemical's physical state, environmental fate and transport, as well as the

266	chemical's potential bioavailability. The EPA extracted and evaluated nine sources containing DIBP

267	melting point information. Four of the sources were identified and evaluated as overall high-quality data

268	sources. These sources reported DIBP melting points ranging from -82 to -37 °C (Elsevier. 2019; NLM.

269	2013; ECHA. 2012; Wang and Richert. 2007). The average of the reported melting point values within

270	these sources is -60°C. EPA selected a melting point value of -64 °C (NLM. 2013) as a representative

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melting point value closest to the average of the identified information from the overall high-quality data
sources. The identified value is consistent with the value proposed in the Final Scope for the Risk
Evaluation ofDIBP (U.S. EPA. 2020).

2.2.2	Boiling Point

Boiling point informs the chemical's physical state, environmental fate and transport, as well as the
chemical's potential bioavailability. The EPA extracted and evaluated ten data sources containing DIBP
boiling point information. Six of the sources were identified and evaluated as overall high-quality data
sources. These sources reported DIBP boiling points ranging from 296 to 327 °C (Elsevier. 2019; U.S.
EPA. 2019; Rumble. 2018; NLM. 2013; ECHA. 2012; Wang and Richert. 2007). The mean of the
reported boiling point values within these sources is 297.6 °C. EPA selected a boiling point value 296.5
°C (NLM. 2013) as the value that best represents the mean within the available high-quality sources
under normal environmental conditions. The identified value is consistent with the value proposed in the
Final Scope for the Risk Evaluation ofDIBP (U.S. EPA. 2020).

2.2.3	Density

The EPA extracted and evaluated six data sources containing DIBP density information. Two of the
sources were identified and evaluated as overall high-quality data sources. The overall high-quality
sources reported DIBP density values of 1.036 to 1.049 g/cm3 (Elsevier. 2019; Rumble. 2018). The
mean of the reported density values is 1.044. EPA selected a density of 1.049 g/cm3 (Rumble. 2018) to
closely represent the mean of the density values obtained from the available data sources. The identified
value is consistent with the value ranee proposed in the Final Scope for the Risk Evaluation ofDIBP
(U.S. EPA. 2020).

2.2.4	Vapor Pressure	

Vapor pressure indicates the chemical's potential to volatilize, fugitive emissions and other releases to
the atmosphere, undergo long range transport, and undergo specific exposure pathways. The EPA
extracted and evaluated seven data sources containing DIBP vapor pressure information. Four of the
sources were identified and evaluated as overall high-quality data sources. These sources reported DIBP
vapor pressure ranging from 2.00x 10"6 to 5.80x 10"4 mmHg at 20 to 25 °C (Ishak et al.. 2016; NLM.
2013; ECHA. 2012; Lu. 2009). The mean vapor pressure of the reported experimental vales at 25°C is
6.13x 10"4 mmHg. EPA selected the experimentally derived vapor pressure value of 4.76x 10"5 mmHg
(NLM. 2013) to best represent the mean vapor pressure ofDIBP obtained from the overall high-quality
data sources under normal environmental conditions. The identified value is consistent with the value
proposed in the Final Scope for the Risk Evaluation ofDIBP (U.S. EPA. 2020).

2.2.5	Vapor Density

A data source providing vapor density ofDIBP was not identified in the initial data review for the Final
Scope for the Risk Evaluation ofDIBP (U.S. EPA. 2020). The EPA has since identified one data source
reporting DIBP vapor density. EPA extracted and evaluated the one data source, categorized as overall
high-quality, which reported DIBP vapor density between 9.59 and 9.60 (NCBI. 2020). EPA is using the
vapor density value of 9.59 from the one available data source as a representative value for normal
environmental conditions.

2.2.6	Water Solubility

Water solubility informs many endpoints not only within the realm of fate and transport ofDIBP in the
environment, but also when modelling for industrial process, engineering, human and ecological hazard,
and exposure assessments. The EPA extracted and evaluated twelve data sources containing DIBP water
solubility information. Seven of the sources were identified and evaluated as overall high-quality data

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sources. These sources reported water solubility values from 5.10 to 20.3 mg/L (U.S. EPA. 2019;

EC/HC. 2017; NLM. 2013; ECHA. 2012; BASF. 2001; Hollifield. 1979). These data sources employed
different experimental temperatures and analytical methods that might resulted in the wide range of
water solubilities. Despite the wide range of water solubilities reported overall, the reported water
solubility of DIBP at ambient temperature (24 to 25°C) is 5.1 to 9.6 mg/L. The mean of the reported
water solubilities at near ambient temperature is 6.7 mg/L. A water solubility of 6.2 mg/L (U.S. EPA.

2019)	was selected as the empirical value obtained from the overall high-quality data sources that best
represents DIBP's mean water solubility under normal environmental conditions. The identified value is
consistent with the value proposed in the Final Scope for the Risk Evaluation of DIBP (U.S. EPA.

2020).

2.2.7	Octanol/Water Partition Coefficient (log Kow)	

The octanol-water partition coefficient (Kow) provides information on how the chemical will partition
between octanol (which represents the lipids or fats in biota) and water. Kow informs on how the
chemical is likely to partition in biological organisms as well as for the estimation of other properties
including water solubility, bioconcentration, soil adsorption, and aquatic toxicity. The EPA extracted
and evaluated seven data sources containing DIBP Kow information. Five of the sources were identified
and evaluated as overall high-quality data sources. These sources reported DIBP log Kow ranging from
4.11 to 4.86 (Elsevier. 2019; U.S. EPA. 2019; Ishak et al.. 2016; NLM. 2013; ECHA. 2012). The mean
of the reported log Kow values is 4.31. EPA selected an experimental log Kow value of 4.34 (Ishak et
al.. 2016) as an approximate representation of the mean value obtained from the overall high-quality
data sources under normal environmental conditions. The identified value is consistent with the value
proposed in the Final Scope for the Risk Evaluation of DIBP (U.S. EPA. 2020).

2.2.8	Henry's Law Constant

The Henry's Law Constant (HLC) provides an indication of a chemical's volatility from water and gives
an indication of potential environmental partitioning, potential removal in sewage treatment plants
during air stripping, and possible routes of environmental exposure. The EPA extracted and evaluated
four data sources containing DIBP Henry's Law Constant (HLC) information. Two of the sources were
identified and evaluated as overall high-quality data sources. One overall high-quality data source
reported an experimentally derived DIBP HLC value of 1.83><10"7 (Elsevier. 2019). The second overall
high-quality data source reported a HLC value of 1.31><10"6 atmm3/mol (Cousins and Mackav. 2000).
which was estimated with a quantitative structure-activity relationship model. EPA selected the
experimental HLC value of 1.83><10"7 atmm3/mol (Elsevier. 2019) for this risk evaluation. The
identified value is consistent with the value proposed in the Final Scope for the Risk Evaluation of DIBP
(U.S. EPA. 2020).

2.2.9	Flash Point

The EPA extracted and evaluated five data sources containing DIBP flash point information. Two of the
sources were identified and evaluated as overall high-quality data sources. Both overall high-quality
sources reported a DIBP flash point of 185 °C (Rumble. 2018; NLM. 2013). EPA selected a flash point
value of 185 °C (Rumble. 2018) as the representative value of the available information identified from
the overall high-quality data sources under normal environmental conditions. The selected value
replaces the proposed flash point value in the Final Scope for the Risk Evaluation of DIBP (U.S. EPA.
2020). The data source used to obtain the flash point value of 169 °C proposed in the Final Scope for the
Risk Evaluation of DIBP has been updated, and is now reporting a flash point value of 185 °C, consistent
with the selected value for use in this risk evaluation.

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2.2.10	Autoflammability

A value for the autoflammability of DIBP was not identified in the initial data review for the Final
Scope for the Risk Evaluation of DIBP (U.S. EPA. 2020). The systematic review process conducted
since identified one overall high-quality data source reporting an autoflammability value of 432 °C
(NLM. 2013). The EPA selected an autoflammability value of 432 °C for DIBP (NLM. 2013) as the
representative value.

2.2.11	Viscosity

The EPA extracted and evaluated one data source containing DIBP viscosity information. This source
was identified and evaluated as an overall high-quality data source. This data source reported a viscosity
value of 41 cP at 20 °C for DIBP (NLM. 2013). The EPA selected a value of 41 cP at 20 °C for DIBP's
viscosity for this risk evaluation. The identified value is consistent with the value proposed in the Final
Scope for the Risk Evaluation of DIBP (U.S. EPA. 2020).

2.3 Strengths, Limitations, Assumptions, and Key Sources of Uncertainty
for the Physical and Chemical Property Assessment	

The representative Physical and Chemical property values were selected based on professional
judgement and the overall data quality ranking of the associated references. These physical and chemical
property values are then used to inform chemical specific decisions across other disciplines. High
quality data is preferred in the selection of physical and chemical properties. When few, or no high-
quality studies are identified, a mix of high-medium studies, or medium studies may be used to inform
selection. In some instances where no data were available, or there was a wide range of data that
generally, but did not consistently agree with one another, models such as EPI Suite™ were used to
estimate the value for the endpoint (i.e., octanol-air partitioning coefficient) and cross checked with
reported data from systematic review. The number and overall quality of the available data sources
results in different confidence strength levels for the corresponding selected physical and chemical
property values (U.S. EPA. 2021).

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3 APPROACH AND METHODOLOGY FOR FATE AND

TRANSPORT ASSESSMENT	

In assessing the environmental fate and transport of DIBP, EPA considered reasonably available
environmental fate data including biotic and abiotic biodegradation rates, removal during wastewater
treatment, volatilization from lakes and rivers, and organic carbon:water partition coefficient (log Koc).
The full range of results from data sources that were rated high- and medium-quality were evaluated.
Medium-quality data sources were considered for fate endpoints when no high-quality data sources were
available.

Information on the full extracted data set is available in the file Draft Risk Evaluation for Di-isobutyl
Phthalate (DIBP) - Systematic Review Supplemental File: Data Quality Evaluation and Data Extraction
Information for Environmental Fate and Transport (U.S. EPA. 2024a). When no measured data were
available from high- or medium-quality data sources, fate values were obtained from EPI Suite™ (U.S.
EPA. 20171 a predictive tool for physical and chemical properties and environmental fate estimation.
Information regarding the model inputs is available in Section 3.2.1.

Table 3-1 provides a summary of the selected data that EPA considered while assessing the
environmental fate of DIBP and were updated after publication of Final Scope of the Risk Evaluation for
Di-isobutyl Phthalate (DIBP) CASRN 84-69-5 (U.S. EPA. 2020) with additional information identified
through the systematic review process.

Table 3-1. Summary of Environmental Fate Values for DIBP

Parameter

Selected Value(s)

Reference(s)

Octanol:Water Partition Coefficient
(Log Kow)

4.34

Ishak et al. (2016)



Organic Carbon:Water Partition
Coefficient (Log Koc)

2.67 (average of 2.50, 2.56, and 2.86)

Heetal. (2019)



Adsorption Coefficient (Log Kd)

2.65-3.10 (suspended particulate
matter/water)

Li et al. (2017a)



3.97-4.30 (sediment/water)

Octanol:Air Partition Coefficient
(Log Koa)

9.47 (EPI Suite estimate)

U.S. EPA (2017)



Air:Water Partition Coefficient
(Log Kaw)

-4.3 (estimated)

Lu (2009)

-4.27 (estimated)

Cousins and Mackav

(2000)

Aerobic ready biodegradation in
water

42-98% in 28 days

BASF (2007b)

BASF (2007a)

EC/HC (2015a)

Aerobic biodegradation in sediment
(DBP as analog)

ti/2 = 2.9 days in natural river sediment
collected from the Zhonggang, Keya,
Erren, Gaoping, Donggang, and
Danshui Rivers, Taiwan.

Yuan et al. (2002)



Anaerobic biodegradation in
sediment

0 to 30% after 56 days in marine
sediment.

NCBI (2020)



Aerobic biodegradation in soil

88.1-97.2% after 200 days in

Inman et al. (1984)

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Parameter

Selected Value(s)

Reference(s)

(DBP as analog)

Chalmers slit loam, Plainfield sand,
and Fincastle silt loam soils.



Hydrolysis

Rate constant at pH 10-12: 1.4E-03
M"1 s"1

Wolfe etal. (1980)



ti 2 at pH 7: 5.3 years at 25°C
(estimated);

ti 2 at pH 8: 195 days at 25°C
(estimated)

U.S. EPA (2017)



Photolysis

Direct: Expected to be susceptible to
direct photolysis by sunlight; contains
chromophores that absorb at
wavelengths >290 nm

NLM(2013)



Indirect: ti/2 =1.15 days (27.6 hours)
(estimated; based on a 12-hour day
with 1.5E06 -OH/cm3 and -OH rate
constant of 9.26E-12 -OH/cm3 and
•OH cm3/molecule-sec)

U.S. EPA (2017)



Environmental degradation half-
lives

(selected values for modeling)

27.6 hours (air)
5 days (water)
10 days (soil)
45 days (sediment)

U.S. EPA (2017)



WWTP Removal

65-95%

U.S. EPA (1982)

Tran et al. (2014)

Aquatic Bioconcentration (BCF)

30.2 L/kg wet weight (upper trophic
Arnot-Gobas estimation)

U.S. EPA (2017)



Aquatic Bioaccumulation (BAF)

30.2 L/kg wet weight (upper trophic
Arnot-Gobas estimation)

U.S. EPA (2017)



Aquatic Food web Magnification
Factor (FWMF)

Food-web magnification factor
(FWMF): 0.81 (Experimental; 18
marine species)

Mackintosh et al. (2004)



Terr. Bioconcentration (BCF)

BCF: 2.23 at 0.13 mg/kg in onion,
celery, pepper, tomato, bitter gourd,
eggplant, and long podded cowpea.

Li etal. (2016)



Terr. Biota-sediment accumulation
factor (BSAF) (DBP as analog)

0.18-0.460 (Eiseniafetida)

Hu et al. (2005)

Ji and Dens (2016)

406	3.1 Tier I Analysis

407	To be able to understand and predict the behaviors and effects of DIBP in the environment, a Tier I

408	analysis will determine whether an environmental compartment (e.g., air, water, etc.) will accumulate

409	DIBP at concentrations that may lead to risk (i.e., major compartment) or are unlikely to result in risk

410	(i.e., minor compartment). The first step in identifying the major and minor compartments for DIBP is to

411	consider partitioning values (Table 3-1) which indicate the potential for a substance to favor one

412	compartment over another. DIBP does not naturally occur in the environment; however, DIBP has been

413	detected in water, soil, and sediment in environmental monitoring studies (EC/HC. 2015a; NLM. 2013).

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3.1.1	Soil, Sediment, and Biosolids

Based on the partitioning values shown in Table 3-1, DIBP will favor organic carbon over water or air.
Because organic carbon is present in soil, biosolids, and sediment, they all are considered major
compartments for DIBP. This is consistent with monitoring data from the Mersey River, Liverpool, UK
where higher concentrations of DIBP were detected in sediment samples (33.2-93.82 ng/g) compared to
water samples (0.338-1.1 ug/L) (Preston and Al-Omran. 1989).

3.1.2	Air	

DIBP is a liquid at environmental temperatures with a melting point of -64°C and a vapor pressure of
4.76x 10"5 mm Hg at 25°C (NLM. 2013). DIBP will exist predominantly in the particulate phase with
potential to exist in the vapor (gaseous) phase in the atmosphere (EC/HC. 2015a). The octanol:air
coefficient (Koa) (log value of 9.47 (U.S. EPA. 2017)) indicates that DIBP will favor the organic carbon
present in airborne particles. Based on its physical and chemical properties and short half-life in the
atmosphere (ti/2= 1.15 days (U.S. EPA. 2017)). DIBP was assumed to not be persistent in the air. The
AEROWINTM module in EPI SuiteTM estimates that a small fraction of DIBP could be sorbed to
airborne particulates and these particulates may be resistant to atmospheric oxidation. DIBP has been
detected in both outdoor air (EC/HC. 2015a; NLM. 2013) and settled house dust (Kubwabo et al.. 2013;
NLM. 2013; Wang et al.. 2013).

3.1.3	Water	

The air:water partitioning coefficient (Kaw) (log values of -4.27 and -4.3 (Lu. 2009; Cousins and
Mackav. 2000)) indicates that DIBP will favor water over air. DIBP is expected to be slightly soluble in
water with a water solubility of 6.2 mg/L at 24°C (NLM. 2013). In water, DIBP will partition to
suspended organic material present in the water column based on DIBP's low water solubility and high
partition coefficient to organic matter. This is consistent with measured data from False Creek seawater
showing concentrations of DIBP ranging from 3 to 9 ng/L (total) with the dissolved fraction
concentrations ranging from 2 to 6.7 ng/L and the suspended particulate fraction concentration ranging
from 532 to 2,650 ng/g dry weight (dw) (Mackintosh et al.. 2006). Although DIBP has low water
solubility, surface water will be considered a major compartment for DIBP since DIBP is detected in the
ng/L range in water.

3.2 Tier II Analysis	

A Tier II analysis involves reviewing environmental release information for DIBP to determine whether
further assessment is warranted for each environmental medium. Environmental release data for DIBP
was not available from the Toxics Release Inventory (TRI) or Discharge Monitoring Reports (DMRs),
therefore DIBP releases to the environment could not be estimated. However, between 385,000 and
441,000 pounds of DIBP were produced annually from 2016 to 2019 for use in commercial products,
chemical substances or mixtures sold to consumers, or at industrial sites, according to production data
from the Chemical Data Reporting (CDR) 2020 reporting period. DIBP is used in adhesives and
sealants, electrical/electronics, children's toys and articles, and plastic and rubber materials. DIBP is not
chemically bound to the polymer matrix and can migrate from the surface of polymer products (EC/HC.
2015b). Therefore, DIBP can easily leach or diffuse into the surrounding environment during the
production, usage, and disposal of polymer products. Additionally, DIBP may be released to the
environment from disposal of wastewater, and liquid and solid wastes. After undergoing wastewater
treatment processes, the disposal of wastewater or liquid wastes results in effluent discharge to water
and land application of biosolids, which would lead to media specific evaluations (Table 3-2). Releases
from landfills and incinerators will occur from the disposal of liquid and solid wastes and warrants
media specific evaluations.

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Table 3-2. Summary of Key Environmental Pathways and Media Specific Evaluations

Environmental
Releases

Key Pathway

Media Specific Evaluations

Wastewater and liquid
waste treatment

Effluent discharge to water and land
application of biosolids

Air, water, sediment, soil,
groundwater, and biosolids

Disposal of liquids
and solids to landfills

Leachate discharge to water and
biogas to air

Air, water sediment, soil,
and groundwater

Incineration of liquid
and solids

Stack emissions to air and ash to
landfill

Air, water, sediment, soil,
and groundwater

Urban/remote areas

Fugitive emissions to air

Air, water, sediment, soil,
and groundwater

Deposition

Water and soil

Partitioning

Water, sediment, soil, and
groundwater

3.2.1 Fugacity Modeling

The approach described by Mackay (1996) using the Level III Fugacity model in EPI Suite™ (V4.11)
(LEV3EPI™) was used for this Tier II analysis. LEV3EPI is described as a steady-state, non-equilibrium
model that uses a chemical's physical and chemical properties and degradation rates to predict
partitioning of the chemical between environmental compartments and its persistence in a model
environment (U.S. EPA. 2017).

The following input parameters were used for the Level III Fugacity model in EPI Suite™:

•	Melting Point = -64.00 °C

•	Vapor Pressure = 4.76x10"5 mm Hg

•	Water Solubility = 6.2 mg/L

•	Log Kow = 4.34

•	SMILES: 0=C(0CC(C)C)c(c(cccl)C(=0)0CC(C)C)cl (representative structure)

DIBP's physical and chemical properties were taken directly from Section 2.1. Environmental
degradation half-lives for DIBP and DBP (as analog) were taken from high and medium quality studies
that were identified through systematic review to use information from the best available source, fill data
gaps, and help reduce the levels of uncertainties. The environmental degradation half-life in water of
five days was selected to represent the range of identified primary biodegradation half-life values
(Section 4.1) from high and medium quality studies to reduce levels of uncertainties. The EPA used
environmental degradation half-lives of 27.6 hours in air (based on AEROWIN™ predicted values, an
atmospheric fate prediction model within EPI Suite™), 10 days in soil (double the half-life in water),
and 45 days in sediment (nine times the half-life in water) as recommended for EPIWIN estimations
(U.S. EPA. 2017). The Level III Fugacity model estimated DIBP's overall environmental half-life of 5
days (100% DIBP released to air), 7 days (100% DIBP released to water), 14 days (100% DIBP released
to soil), and 9 days (equal release of DIBP to air, water, and soil). For this Risk Evaluation EPA selected
an overall environmental half-life of 14 days for DIBP.

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Based on DIBP's environmental half4ives, partitioning characteristics, and the results of Level III
Fugacity modeling, DIBP is expected to be found predominantly in water, soil, and air (Figure 3-1).
DIBP is expected to partition primarily to soil from releases to air, or in scenarios of direct soil release.
Releases to soil are expected to remain in soil while releases to water are expected to remain primarily in
water with a small fraction partitioning to sediments. The LEV3EPFM results were consistent with
environmental monitoring data. Further discussion of DIBP media specific assessment can be found in
Section 5.

100
90
80

100% Soil Release 100% Air Release 100% Water Equal release

Release

Air ¦ Water BSoil Sediment

Figure 3-1. EPI SuiteTM Level III Fugacity Modeling Graphical Result for DIBP

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4 TRANSFORMATION PROCESSES	

DIBP released to the environment is expected to transform to the monoester form (monoisobutyl
phthalate) via abiotic processes such as photolysis (direct and indirect) and hydrolysis of the carboxylic
acid ester group (U.S. EPA. 2023). Biodegradation pathways for the phthalates consist of primary
biodegradation from phthalate diesters to phthalate monoesters, then to phthalic acid, and ultimately
biodegradation of phthalic acid to form CO2 and/or CH4 (Huang et al.. 2013). Monoisobutyl phthalate is
both more soluble and more bioavailable than DIBP. It is also expected to undergo biodegradation more
rapidly than the diester form. EPA considered DIBP transformation products qualitatively but due to
their lack of persistence we do not expect them to substantially contribute to risk, thus EPA is not
considering them further in this risk evaluation. Both biotic and abiotic routes of degradation for DIBP
are described in the sections below.

4.1 Biodegradation	

DIBP can be considered readily biodegradable in most aquatic environments with extended half4ives in
soils and anaerobic environmental compartments. The EPA extracted and evaluated seven data sources
containing DIBP biodegradation information in water and sediments under aerobic and anaerobic
conditions and two data sources containing DBP (as DIBP analog) soil and sediment biodegradation
information (Table 4-1). Three of the DIBP data sources were classified as overall high-quality and four
as overall medium-quality data sources. The two DBP data sources were classified and extracted as
overall high-quality. Several ready biodegradability tests have reported DIBP's aerobic biodegradation
in water to be 40 to 98 percent in 28 days (NCBI 2020; EC/HC. 2015a; Harlan Laboratories. 2010;
BASF. 2007a. b). Except for one study, all the studies indicate DIBP is readily biodegradable. A river
die-away test estimated a half-life of 0.87 days for DIBP (NCBI. 2020). Other studies evaluating the
biodegradability of DIBP have measured biodegradation of 15 percent in 7 days and 35 percent in 14
days in seawater (NCBI. 2020). as well as 100 percent in 7 days in river water (Hashizume et al.. 2002).
The available data suggest that DIBP is expected to biodegrade rapidly in most aerobic environments.

In contrast, DIBP it is expected to have low biodegradation potential under low oxygen conditions and
may be expected to persist in subsurface sediments. One study measured 0 to 30 percent biodegradation
under anaerobic conditions in swamp water over 96 days (NCBI. 2020). The biodegradation of DBP
(DIBP isomer) has been reported to be 88.1 to 97.2 percent loss of parent substance after 200 days in
soils and to have a half-life of 2.9 days in natural river sediments (Yuan et al.. 2002; Inman et al.. 1984).
In general, DIBP is expected to readily biodegrade under most environmental conditions and is expected
to persist for extended periods of time in anaerobic environmental compartments.

Table 4-1. Summary of DIBP's Biodegradation Information

Property

Selected Value(s)

Reference(s)

Data Quality
Rating

Aerobic primary
biodegradation in water:
Removal

100% in 6 days

Hashizume et al. (2002)

Medium

98% in 28 days

SRC (1984)
EC/HC (2015a)

Medium

66-70% in 28 days.

BASF (2007a)

High

60-70% and 70-80% in 28
days

EC/HC (2015a)

Medium

42% in 28 days

EC/HC (2015a)

Medium

80% in 28 days

BASF (2007b)

High

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Property

Selected Value(s)

Reference(s)

Data Quality
Rating



40% in 28 days

Harlan Laboratories

High

(2010)

60-70% in 28 days.

EC/HC (2015a)

Medium

Aerobic primary
biodegradation in seawater:
Removal

15% in 7 days

NCBI (2020)

Medium

35% in 14 days

NCBI (2020)

Medium

Aerobic primary
biodegradation in seawater:
Half-life

ti/2 = 0.87 days

NCBI (2020)

Medium

Aerobic biodegradation in
sediment: Half-life (DBP as
analog)

ti/2 = 2.9 days

Yuan et al. (2002)

High



Anaerobic biodegradation in
sediment: Removal

0-30% in 96 days

NCBI (2020)

Medium



Aerobic biodegradation in
soil: Removal (DBP as
analog)

88.1-97.2% after 200 days

Inman et al. (1984)

High



4.2	Hydrolysis	

EPA did not identify abiotic hydrolysis data for DIBP collected by applicable, accepted test methods
(e.g., OECD Guideline Test 111) through the systematic literature review process. Wolfe (1980)
evaluated the hydrolysis of DIBP in aqueous alkaline solutions at 30 °C. The study reported hydrolysis
to be very slow under the tested conditions reporting a second order hydrolysis rate constant of 1.40 x 10"
03 M"1 *s"' for DIBP. This finding suggests DIBP to have a hydrolysis half4ife greater than 2 years in
water at pH 10 to 12 and 30 °C, and hydrolysis is less likely to occur under environmental conditions. In
addition, EPI Suite™ estimated the hydrolysis half-lives of DIBP at 5.3 years at pH 7 and 25 °C, and
195 days at pH 8 and 25 °C (U.S. EPA. 2017) indicating that hydrolysis of DIBP is more likely under
more caustic conditions and is unlikely under normal environmental conditions.

When compared to other degradation pathways, hydrolysis it is not expected to be a significant source of
degradation under typical environmental conditions. Like other phthalate esters, the higher temperatures,
variations from typical environmental pH, and chemical catalysts present in the deeper anoxic zones of
landfills may be favorable to the degradation of DIBP via hydrolysis (Huang et al.. 2013). This is
discussed further in Section 5.3.3.

4.3	Photolysis	

DIBP contains chromophores that absorb light at greater than 290 nm wavelength (NLM. 2013).
therefore, direct photodegradation is a relevant degradation pathway for DIBP released to air. Modelled
indirect photodegradation half-lives indicate a slightly more rapid rate of degradation than direct
photodegradation, estimating a half-life of 1.15 days (27.6 hours) ( OH rate constant of 9,26/10 12 cm3
/molecule-second and a 12-hour day with 1.5><106 OH/cm3) (U.S. EPA. 2017). Similarly, Peterson
(2003) reported a calculated DIBP photodegradation half-life of 0.89 days (21.4 hours) ( OH rate
constant of 9.26><10~12 cm3 /molecule-second and 1><106 OH/cm3).

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558	DIBP photodegradation in water is expected to be slower than air, due to the typical light attenuation in

559	natural surface water. There is limited information on the aquatic photodegradation of DIBP. However,

560	Lertsirisopon (2009) reported DBP (DIBP isomer) aquatic direct photodegradation observed half-lives

561	of 50, 66, 360, 94 and 57 days at pH 5, 6, 7, 8 and 9, respectively, when exposed to natural sunlight in

562	artificial river water at 0.4 to 27.4°C (average temperature of 10.8°C). These findings suggest that DIBP

563	is susceptible to photochemical decay in atmospheric air but that photochemical decay is not expected to

564	be a significant degradation process in surface water.

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5 MEDIA ASSESSMENTS	

DIBP has been reported to be present in the atmosphere, aquatic environments, and terrestrial
environments. Once in the air, DIBP will be most predominant in the organic matter present in airborne
particles and is expected to have a short half4ife in the atmosphere. Based on the physical and chemical
properties, DIBP is likely to partition to house dust and airborne particles in the indoor environment, and
is expected to have a longer half4ife indoors as compared to ambient (outdoor) air. Once in water, the
Level III Fugacity Model in EPI Suite™ (U.S. EPA. 2017) predicts that close to 99 percent of the DIBP
will remain in water (Section 3.2). However, DIBP is expected to readily biodegrade in most aquatic
environments (BASF. 2007a. b). In addition, the available data sources suggest that DIBP present in
surface water to potentially have higher than predicted partitioning to aquatic sediments and suspended
organic matter. DIBP is expected to have an aerobic biodegradation half-life of 5 days. In terrestrial
environments DIBP has the potential to be present in soils and ground water, is likely to be more mobile
in groundwater than higher molecular weight PAEs, but is not likely to be persistent in
groundwater/subsurface environments unless anoxic conditions exist (4.1). In soils, DIBP is expected to
be deposited via air deposition and land application of biosolids. DIBP in soils is expected to have a
half4ife on the order of days to weeks (based on the estimated half4ife of 10 days), and have low
bioaccumulation potential and biomagnification potential in terrestrial organisms. DIBP is released to
groundwater via wastewater effluent and landfill leachates, is expected to have a half-life of 14 days,
and is not likely to be persistent in most groundwater/sub surface environments.

5.1 Air and Atmosphere	

DIBP is a liquid at environmental temperatures with a melting point of -64°C (Havnes. 2014) (NLM.
2013) and a vapor pressure of 4.76x 10~5 mmHg at 25°C (NLM. 2013). Based on its physical and
chemical properties and short half-life in the atmosphere, ti/2 = 27.6 hours (U.S. EPA. 2017). DIBP was
assumed to not be persistent in the air. The AEROWIN™ module in EPI Suite™ estimated that DIBP
present in air is likely to be sorbed to airborne particles and these particulates may be resistant to
atmospheric oxidation. Available data sources have reported DIBP to be detected in air gas phase at
concentrations of 0.250, 8.5 to 515.8, and 1682 to 2038 ng/m3 in the Artie, China, and India,
respectively (Net et al.. 2015; Das et al.. 2014). However, based on DIBP's short half-life in the
atmosphere, it is not expected to be persistent in atmospheric air under normal environmental conditions.

5.1.1 Indoor Air and Dust	

In general, phthalate esters are ubiquitous in the atmosphere and indoor air. Their worldwide presence in
air has been documented in the gas phase, suspended particles, and dust (Net et al.. 2015). Most of the
studies reported DEHP (diethylhexyl phthalate) to be the predominant phthalate ester in the
environment. However, the available data sources reported DIBP to be present at higher concentrations
in air phase than DEHP (Net et al.. 2015) and to be found in air at higher concentrations indoors than
outdoors (Das et al.. 2014; Wormuth et al.. 2006). In addition, the available information suggests that
DIBP released to air preferentially accumulated in suspended particles and dust (Das et al.. 2014;
Kanazawa et al.. 2010; Wormuth et al.. 2006). These findings are supported by the LEV3EPI predicted
partitioning during a DIBP release to air scenario. The LEV3EPI predicted 77.9 percent DIBP in air to
partition to organic matter in soil, 4.94 percent to water, and 17.1 percent to remain suspended in air
(U.S. EPA. 2017). DIBP is expected to be more persistent in indoor air than in ambient (outdoor) air due
to the lack of natural chemical removal processes indoors, such as solar photochemical degradation.

The EPA identified several data sources reporting the presence of DIBP in indoor settings. The available
data sources have reported the presence of DIBP in indoor air and dust. In general, these studies reported
higher concentration of DIBP in dust than air. For instance, Kanazawa (2010) collected air room

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samples from 40 dwellings in Sapporo, Japan. In the study DIBP was detected in all indoor air and dust
samples with median concentrations of 75 ng/m3, and 2.4 mg/kg, respectively. In a similar study,
Wormuth (2006) determined the indoor air and indoor dust concentrations of DIBP, DBP, BBP, and
DEHP based on measured concentrations of phthalates in dust of European homes. The study reported
DIBP mean indoor air concentrations of 86 ng/m3 and mean indoor dust concentrations of 84 mg/kg. In
addition, the available data suggest that the introduction of household products containing DIBP and the
proximity to industrial activities related to their use and production to potentially increase the
concentration of DIBP in indoor air and dust. Das (2014) explored the implications of industrial
activities by comparing the presence of phthalates in two different cities from India. The study analyzed
indoor air and dust samples from JNU (a city with low industrial activities) and Okhla (a city with high
industrial activities related to the use of phthalates), reporting a general tendency of higher detectable
concentrations of DIBP, DBP, BBP, DCHP, and DEHP in air and dust samples collected in the city of
Okhla. This finding suggests that higher concentrations of phthalates in air and dust could be expected
near facilities with high use and production of phthalates. In the US, the available data reported DIBP
indoor dust concentrations of 12 mg/kg (CA), 1.32 mg/kg (Philadelphia, MA), and 4.367 mg/kg
(Durham, NC) (Hammel et al.. 2019; Dodson et al.. 2015; Rudel et al.. 2001). Dodson (2017) evaluated
the presence of phthalate esters in air samples of US homes before and after occupancy reporting a
general increased presence of phthalates after occupancy due to daily anthropogenic activities that might
introduce phthalate containing products into indoor settings. Increasing trends could be expected for
DIBP with its increased use in household construction materials and consumer products.

5.2 Aquatic Environments

5.2.1 Surface Water

DIBP is expected to be released to surface water via industrial and municipal wastewater treatment plant
effluent, surface water runoff, and, to a lesser degree, atmospheric deposition. DIBP has frequently been
detected in surface waters in the |ig/L to mg/L range (Zeng et al.. 2008; Wang et al.. 2005; Tan. 1995;
Preston and Al-Omran. 1989). The principal properties governing the fate and transport of DIBP in
surface water are water solubility (6.2 mg/L), air:water partitioning coefficient (log Kaw= -4.3), and
organic carbon:water partitioning coefficient (log Koc = 2.67). Due to the Henry's law constant of DIBP
(1.83xl0~7 atmm3/mol at 25 °C), volatilization is not expected to be a significant source of loss of
DIBP from surface water.

A partitioning analysis of a continuous release of DIBP to water estimates that once steady state has
been reached about 1 percent of DIBP will partition to sediments and about 99 percent will remain in
surface water as described in Section 3.2.1 above. However, several data sources have documented the
presence of DIBP in sediments and suspended solids to be higher than in water (Section 5.2.2). In
addition, based on the organic carbon:water partition coefficient (log Koc = 2.67), DIBP in water is
expected to partition to suspended particles and sediments. The available data sources reported the
presence of DIBP and other phthalates in surface water samples collected from rivers and lakes.

Peterson and Al-Omran (1989) explored the presence of phthalates within the River Mersey Estuary
reporting the presence of DIBP freely dissolved in the water phase at concentrations of 0.338 to 1.100
Hg/L. While Tan (1995) did not detect DIBP in the Klang River in all samples collected, DIBP
concentrations up to 3.3 ng/L were reported from samples where DIBP was detected. Zeng et al. (2008)
reported the presence of DIBP in the dissolved aqueous phase of urban lakes in Guangzhou City at a
mean concentration of 0.47 |ig/L. Grigoriadou et al. (2008) reported the presence of DIBP in lake water
samples collected near the industrial area of Kavala city. The detected DIBP concentration range in lake
water was reported to be 0.067 to 3.800 |ig/L. False Creek seawater concentrations of DIBP ranged from
3 to 9 ng/L (total) with the dissolved fraction concentrations ranging from 2 to 6.7 ng/L and the

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suspended particulate fraction concentration ranging from 532 to 2,650 ng/g dry weight (dw)
(Mackintosh et al.. 2006). The available information suggests DIBP to potentially be found in high
frequency in surface water with higher concentrations in sediments and suspended particles
(Grigoriadou et al.. 2008; Preston and Al-Omran. 1989). However, DIBP is expected to be readily
biodegradable, not persistent, and to have a half4ife of five days in surface water (Section 4.1 and Table
3-1).

5.2.2 Sediments	

Based on the expected sorption of DIBP to organic matter, DIBP will partition to the organic matter
present in soils and sediment when released into aquatic environments. Once in water, the Level III
Fugacity Model in EPI Suite™ (U.S. EPA. 2017) predicts that close to 99 percent of the DIBP will
remain in water (Section 3.2.1). However, DIBP is expected to readily biodegrade in most aquatic
environments (BASF. 2007a. b). The available data sources indicate that phthalate esters classified as
inherently biodegradable in sediments could potentially persist longer with increasing sorption potential
to sediments (Kickham et al.. 2012). This suggests that DIBP could persist longer in subsurface
sediments and soils than in water, to have the potential to accumulate in sediments at areas of continuous
release, such as a surface water body receiving discharge from a municipal wastewater treatment plant.

Due to the strong sorption to organic carbon (log Koc = 2.67), DIBP in water is expected to be found
predominantly in sediments near point sources. This is consistent with available monitoring data
showing presence of DIBP in river, lake, and marine sediment samples. Recent studies have reported the
presence of DIBP in river sediment samples at concentrations between 1.2 and 866.67 ng/g dw (Cheng
et al.. 2019; Li et al.. 2017b; Li et al.. 2017a; Tang et al.. 2017; Tan. 1995; Preston and Al-Omran.
1989). Similar and higher concentrations of DIBP in sediments have been reported in samples from
lakes in Guangzhou and Beijing (Zheng et al.. 2014; Zeng et al.. 2008). Zheng (2014) reported a direct
relationship between the detection of DIBP in sediment and anthropogenic activities. The study reported
the presence of DIBP in sediment samples collected from the Guanting Reservoir, the Lakes Shichahai
and the Lakes in Summer Palace in Beijing at a mean concentration range of 118.1 to 338.0 ng/g dw. In
a similar study, Zeng et al. (2008) explore the presence of phthalate esters in urban lakes in a subtropical
city of Guangzhou, reporting a mean concentration of DIBP in sediment of 16.010 |ig/g dw. Saeed et al.
(2017) reported the presence of DIBP in marine sediment samples from the Kuwait coastal areas
receiving sewage effluents. The study reported DIBP average concentration in sediment of 243.18 ng/g
dw. Mackintosh et al. (2006) reported higher concentrations of DIBP in the suspended particles than in
deep sediment of samples collected from the False Creek Harbor in Vancouver. The study reported
DIBP mean concentrations of 4 and 1,190 ng/g in the deep sediment and suspended particles,
respectively. In a similar study, Kim et al. (2021) evaluated the presence of plasticizers in sediments
from highly industrialized bays of Korea. DIBP was detected in 90 percent of the collected surface
sediment samples at a median concentration of 0.90 ng/g dw. The study revealed a gradual decreasing
trend in the overall concentration of phthalates toward the outer region of the bays farther away from
industrial activities. The findings of this study suggest industrial activities to be the major contributor of
phthalates in sediments within the area.

5.3 Terrestrial Environment

5.3.1 Biosolids	

Sludge is defined as the solid, semi-solid, or liquid residue generated by wastewater treatment processes.
The term "biosolids" refers to treated sludge that meets the EPA pollutant and pathogen requirements
for land application and surface disposal and can be beneficially recycled (40 CFR Part 503) (U.S. EPA.
1993). Typically, chemical substances with very low water solubility and high sorption potential are

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expected to be sorbed to suspended solids and efficiently removed from wastewater via accumulation in
sewage sludge and biosolids.

As described in Section 6.2, DIBP in wastewater has been reported to be mainly removed by particle
sorption and retained in the sewage sludge. Based on EPI Suite™ STP module, about 15 percent of
DIBP present in wastewater is expected to accumulate in sewage sludge and biosolids. Three studies
have reported DIBP's concentration in sludge in Chinese WWTPs to be 0.0003 to 5.92 |ig/g dw (Zhu et
al.. 2019; Meng et al.. 2014) and 0.074 to 7.5 |ig/g dw in 40 Korean WWTPs (Lee et al.. 2019). Two
other studies report sludge concentrations in the United States of 0.32 to 17 |ig/g (Howie. 1991) and 966
|ig/L (ATSDR. 1999). Once in biosolids, DIBP could be transferred to soil during land applications.

5.3.2	Soil	

DIBP is expected to be deposited to soil via two primary routes: application of biosolids and sewage
sludge in agricultural applications or sludge drying applications; and atmospheric deposition. Based on
DIBP's Henry's Law constant of 1.83><10"7 atmm3/mol at 25 °C and vapor pressure of 4.76><10"5 mm
Hg, DIBP is not likely to volatilize from soils. DIBP shows a moderate affinity for sorption to soil and
its organic constituents (log Koc = 2.67 and log Kow = 4.34 (Table 3-1)). Given that these properties
indicate the likelihood of moderate sorption to organic carbon present in soil, DIBP is expected to have
moderate mobility in soil environments.

DIBP will sorb to organic matter in soils with a predicted overall environmental persistence of 14 days
when released to soil (Section 3.2.1). DIBP is expected to be more persistent in soil profiles with
anaerobic conditions (NCBI. 2020). Despite its sorption to soils, DIBP present in soils is expected to be
moderately mobile in the environment and terrestrial organisms may be exposed to DIBP via this
pathway. However, terrestrial species have been reported to have the capacity to metabolize phthalate
substances (Bradlee and Thomas. 2003; Gobas et al.. 2003; Barron et al.. 1995) and DIBP is expected to
have low bioaccumulation potential and biomagnification potential in terrestrial organisms (Section 7).

Under aerobic conditions, a half4ife in soil of 10 days is estimated for DIBP. This aerobic
biodegradation half-life for soil was estimated by doubling the experimentally derived half-life of DIBP
in water as very limited soil biodegradation data for DIBP was identified in the systematic review
process as described in Section 4.1 (SRC. 1983). The results from EPISuite™ suggest that DIBP will not
degrade rapidly in anaerobic environments. This is supported by NCBI (2020) which reports 0 to 30
percent biodegradation in 96 days in anaerobic sediments.

In general, DIBP is not expected to be persistent in soil as long as the rate of release does not exceed the
rate at which biodegradation can occur, but continuous exposure to DIBP in soil proximal to points of
release may be possible if the rate of release exceeds the rate of biodegradation under aerobic
conditions. Under anaerobic conditions in soil, DIBP is assumed to be persistent, and continuous
exposure is likely.

5.3.3	Landfills

For the purpose of this assessment, landfills will be considered to be divided into two zones: an "upper-
landfill" zone, with normal environmental temperatures and pressures, where biotic processes are the
predominant route of degradation for DIBP, and a "lower-landfill" zone where elevated temperatures
and pressures exist, and abiotic degradation is the predominant route of degradation for DIBP. In the
upper-landfill zone where oxygen may still be present in the subsurface, conditions may still be
favorable for aerobic biodegradation, however, photolysis and hydrolysis are not considered to be
significant sources of degradation in this zone. In the lower-landfill zone, conditions are assumed to be

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anoxic, and temperatures present in this zone are likely to inhibit biotic degradation of DIBP. In lower-
landfills, there is some evidence to support that hydrolysis may be the main route of abiotic degradation
of phthalate esters (Huang et al.. 2013). Temperatures in lower4andfills may be as high as 70 °C. At
temperatures at and above 60 °C, biotic processes are significantly inhibited, and are likely to be
completely irrelevant at 70 °C (Huang et al.. 2013).

DIBP is deposited in landfills continually and in high amounts from the disposal of consumer products
containing DIBP. Similar to other phthalate esters, under anaerobic conditions present in lower4andfills,
DIBP is likely to be persistent due to the expected negligible biodegradation potential. Some aerobic
biodegradation may occur in upper4andfills. Due to the expected persistence of DIBP in landfills, it may
dissolve into leachate in small amounts based on a water solubility of 6.2 mg/L and may travel slowly to
ground water during infiltration of rainwater based on a low log Koc of 2.67. DIBP has been reported in
landfill leachates at concentrations of 11.67 |ig/L, 0.1 |ig/L, 3.43 |ig/L in China, USA, and Poland,
respectively (Kotowska et al.. 2020; Liu et al.. 2010; CEC. 1976). In addition, DIBP has been detected
in surface water and groundwater downstream of landfills at concentrations of 0.40 |ig/L and 3.41 |ig/L,
respectively (Liu et al.. 2010). In lower4andfills, there is some evidence to support that hydrolysis may
be the main route of abiotic degradation of phthalate esters (Huang et al.. 2013).

5.3.4 Groundwater

There are several potential sources of DIBP in groundwater, including wastewater effluents and landfill
leachates, which are discussed in Sections 6.2 and 5.3.3. Further, in environments where DIBP is found
in surface water, it may enter groundwater through surface water/groundwater interactions. Diffuse
sources include storm water runoff and runoff from biosolids applied to agricultural land.

Given the strong affinity of DIBP to adsorb to organic matter present in soils and sediments (log Koc =
2.67) (He et al.. 2019). DIBP is expected to have low mobility in soil. However, due to DIBP's water
solubility (6.2 mg/L), DIBP partitioning to groundwater environments is possible resulting in small
concentrations of DIBP in groundwater. For instance, the concentration of DIBP in groundwater has
been reported to be 0.237 |ig/L, 0.1 |ig/L, and 0.655 |ig/L in China, USA, and France, respectively
(Bach et al.. 2020; NCBI. 2020; Dong et al.. 2018). In instances where DIBP could reasonably be
expected to be present in groundwater environments (proximal to landfills or agricultural land with a
history of land applied biosolids), limited persistence is expected based on rates of biodegradation of
DIBP in aerobic environments (Section 4.1), DIBP is not likely to be persistent in
groundwater/subsurface environments unless anoxic conditions exist.

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6 REMOVAL AND PERSISTENCE POTENTIAL OF DIBP	

DIBP is not expected to be persistent in the environment, as it is expected to degrade rapidly under most
environmental conditions, with delayed biodegradation in low-oxygen media. In the atmosphere, DIBP
is unlikely to remain for long periods of time as it is expected to undergo photolytic degradation through
reaction with atmospheric hydroxyl radicals, with estimated half-lives of 27.6 hours. DIBP is predicted
to hydrolyze slowly at ambient temperature, but is not expected to persist in aquatic media as it
undergoes rapid aerobic biodegradation (Section 5.2.1). DIBP has the potential to remain for longer
periods of time in soil and sediments, and due to its sorption potential (log Koc = 2.67) DIBP uptake by
aquatic organisms is possible. However, terrestrial species have been reported to have the capacity to
metabolize phthalate ester substances (Bradlee and Thomas. 2003; Gobas et al.. 2003; Barron et al..
1995). Using the Level III Fugacity model in EPI Suite™ (LEV3EPITM) (Section 3.2.1), DIBP's
overall environmental persistence was estimated to be approximately 14 days (U.S. EPA. 2017).
Therefore, DIBP is not expected to be persistent in the atmosphere or aquatic and terrestrial
environments.

6.1	Destruction and Removal Efficiency

Destruction and Removal Efficiency (DRE) is a percentage that represents the mass of a pollutant
removed or destroyed in a thermal incinerator relative to the mass that entered the system. DIBP is
classified as a hazardous substance and EPA requires that hazardous waste incineration systems destroy
and remove at least 99.99 percent of each harmful chemical in the waste, including treated hazardous
waste (46 FR 7684) (U.S. EPA. 1981).

Currently there is no information available on the DRE of DIBP. However, the DEHP annual releases
from a Danish waste incineration facility were estimated to be 9 percent to air and 91 percent to
municipal land fill (ECB. 2008). These results suggest that DIBP present during incineration processes
will mainly be released to landfills, with a small fraction released to air. Based on its water solubility
and sorption potential, DIBP released to landfills is expected to partition to waste organic matter.
Similarly, DIBP released to air is expected to rapidly react via indirect photochemical processes within
hours (U.S. EPA. 2017) and partition to soil and water as described in Section 3.2.1. DIBP in sediments
and soils is not expected to be bioavailable for uptake and is highly biodegradable in its bioavailable
form (Kickham et al.. 2012).

6.2	Removal in Wastewater Treatment	

Wastewater treatment is performed to remove contaminants from wastewater using physical, biological,
and chemical processes. Generally, municipal wastewater treatment facilities apply primary and
secondary treatments. During the primary treatment, screens, grit chambers, and settling tanks are used
to remove solids from wastewater. After undergoing primary treatment, the wastewater undergoes a
secondary treatment. Secondary treatment processes can remove up to 90 percent of the organic matter
in wastewater using biological treatment processes such as trickling filters or activated sludge.
Sometimes an additional stage of treatment such as tertiary treatment is utilized to further clean water
for additional protection using advanced treatment techniques (e.g., ozonation, chlorination,
disinfection) (U.S. EPA. 1998).

Limited information is available on the fate and transport of DIBP in wastewater treatment systems. The
EPA selected four data sources (3 rated as high quality and 1 rated as medium quality) reporting the
removal of DIBP in wastewater treatment systems employing both aerobic and anaerobic processes. The
available data sources reported 31 to 98 percent removal of DIBP from WWTP effluents (Table 6-1).
One study reported 96.7 percent DIBP removal efficiencies in a municipal wastewater treatment facility

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in France, employing a combined decantation and activated sludge tank. DIBP was reported to be
mainly removed by particle sorption and retained in the sewage sludge (Iran et al.. 2014). Similarly,
Peterson (2003) reported 98 percent removal of DIBP from the effluent of two WWTPs treating
domestic and industrial wastewater. These findings agree with the STPWIN predicted DIBP removal of
95 percent in domestic wastewater treatment systems (U.S. EPA. 2017). In addition, the median removal
of DBP (DIBP analog) has been reported to be 68 to 98 percent within 50 WWTPs in the U.S. (U.S.
EPA. 1982). However, DIBP has been reported to be removed by 65 percent and -26 to 59 percent
removal in WWTPs from Sweden and Hong Kong, respectively (NCBI. 2020; Wu et al.. 2017).

Unlike other phthalates esters with longer carbon chains, DIBPs slight water solubility (6 mg/1) and
relatively lower log Koc (2.67) suggests partial removal via sorption to sludge. This finding is supported
by STPWIN™, by the predicted 35 percent removal of DIBP during conventional wastewater treatment
by sorption to sludge with the potential of increased removal via rapid aerobic biodegradation processes
(U.S. EPA. 2017). Similarly, a study of WWTPs in Korea reported average emission fluxes of DIBP of
10.6 kg/day/WWTP in sludge and 19.8 kg/day/WWTP in the treated effluent (Lee et al.. 2019). In
general, the available information suggest that aerobic processes have the potential to help biodegrade
DIBP from wastewater in agreement with the expected aerobic biodegradation described in Section 4.1.
However, DIBP may have low removal efficiencies especially in removal processes where
biodegradation is not significant. Air stripping within the aeration tanks for activated sludge processing
is not expected to be a significant removal mechanism for DIBP present in wastewater removal process.
In general, the available DBP information in U.S. WWTPs, the predicted and measured removal of
DIBP, WWTPs are expected to remove 65 to 95 percent of DIBP present in wastewater.

Table 6-1. Summary of DIBP's WWTP Removal Information

Property

Selected Value(s)

Reference(s)

Data Quality
Rating

Removal (WWTP)

65%

NCBI (2020)

Medium

96.7%

Tran et al. (2014)

High

95%

U.S. EPA (2017)

High

68-98% (Secondary with
AS- DBP as analog)

U.S. EPA (1982)

High



Removal (WWTP-
Sewage)

98%

Peterson and Staples (2003)

Medium

31-39%

(primary and secondary
without activated sludge)

59%

(primary and secondary
with activated sludge)

Wu et al. (2017)

High



6.3 Removal in Drinking Water Treatment

Drinking water in the United States typically comes from surface water (i.e., lakes, rivers, reservoirs)
and groundwater. The source water then flows to a treatment plant where it undergoes a series of water
treatment steps before being dispersed to homes and communities. In the U.S., public water systems
often use conventional treatment processes that include coagulation, flocculation, sedimentation,
filtration, and disinfection, as required by law.

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Limited information is available on the removal of DIBP in drinking water treatment plants. The
available data sources reported concentrations of DIBP in drinking water in the range of 0.11 to 1034.7
ng/L (Ding et al.. 2019; Li et al.. 2019; Kong et al.. 2017; Shan et al.. 2016; Das et al.. 2014; Shi et al..
2012). Kong et al. (2017) explored the presence and removal of phthalate esters in a drinking water
treatment system employing coagulation, sedimentation, and filtration treatment processes, and reported
24.3 percent removal of DIBP from the treated effluent. Similarly, Shan et al. (2016) explored the
removal of phthalate esters in a drinking water treatment plant employing coagulation, sedimentation,
filtration, and disinfection treatment processes and reported 36.2 percent removal of DIBP from the
treated effluent. The same data source reported 44.0 percent removal of DIBP from the treated effluent
in a second drinking water treatment system employing peroxidation, coagulation, combined
flocculation and sedimentation, filtration, and disinfection treatment processes. The slightly higher
removal was attributed to the use of ozone preoxidation treatment process. These findings suggest that
conventional drinking water treatment systems may have the potential to partially remove DIBP present
in drinking water sources via sorption to suspended organic matter and filtering media.

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7 BIOACCUMULATION POTENTIAL OF DIBP	

The presence of DIBP in several marine aquatic species in North America suggests that the substance is
bioavailable in aquatic environments (Mackintosh et al.. 2004). However, DIBP can be considered
readily biodegradable under most aquatic environments and the estimated fish upper trophic level BCF
of 30.2 L/kg (U.S. EPA. 2017) and measured log Kow of 4.34 suggest that it is expected to have low
bioaccumulation potential. The EPA selected three overall high quality data sources and one overall
medium quality data source reporting the aquatic bioconcentration, aquatic bioaccumulation, aquatic
food web magnification, and terrestrial bioconcentration of DIBP (Table 7-1).

The available data sources discussed below suggest that DIBP has low bioaccumulation potential in
aquatic and terrestrial organisms (Kim et al.. 2016; Teil et al.. 2012). and no apparent biomagnification
across trophic levels in the aquatic food web (Mackintosh et al.. 2004). Teil et al. (2012) reported fish
aquatic biota-sediment accumulation factors (BSAF) of 62.5±26.5 (Roach), 41.4±13.3 (Chub), and
123.5±75.3 (Perch) samples collected from the Orge River in France. These findings suggest low
bioaccumulation potential in aquatic environments, but higher accumulation expected to smaller
organisms exposed to DIBP in sediments. However, the reported Trophic Magnification Factor (TMF)
of 0.11 and 1.8 and Aquatic Food web Magnification (FWMF) of 0.81 indicates trophic dilution of
DIBP from lower to higher trophic levels within the food-web (Kim et al.. 2016; Mackintosh et al..
2004).

There is very limited information on the bioconcentration and bioaccumulation of DIBP in terrestrial
environments. Based on DIBP's sorption to organic matter (log Koc 2.67) (He et al.. 2019) and water
solubility (6.2 mg/L) (U.S. EPA. 2019). DIBP is expected to be bioavailable in soils. However, Lua et
al. (2016) reported DIBP BCF value of 2.23 on the edible fraction of several fruits and vegetables. This
finding suggests low uptake potential of DIBP in soils in edible fruits and vegetables. Therefore, DIBP
is expected to have low bioaccumulation potential and low biomagnification potential in terrestrial
organisms.

Overall, the available data suggest that DIBP is expected to have low bioaccumulation potential and low
biomagnification potential in aquatic and terrestrial organisms.

Table 7-1. Summary of DIBP's Bioaccumulation Informal

tion

Property

Selected Value(s)

Reference(s)

Data Quality
Rating

Aquatic Bioconcentration
(BCF)

30.2 L/kg

Estimated steady-state
bioconcentration factor (BCF;
L/kg); Arnot-Gobas method, fish
upper trophic level.

U.S. EPA (2017)

High

Aquatic Biota-sediment
accumulation factor
(BSAF)

41.4±13.3 to 123.5 ±75.3
Roach (153 g): 62.5±26.5, Chub
(299 g): 41.4±13.3, and Perch
(49 g): 123.5±75.3
BSAF = Cbiota (ng/g)/Csediment

(ng/g)

Teil et al. (2012)

High

Aquatic Trophic
Magnification Factor

0.11-1.8

95% confidence interval of the

Kim et al. (2016)

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Property

Selected Value(s)

Reference(s)

Data Quality
Rating

(TMF)

reported TMF values in the False
Creek food web species
including 3 phytoplankton, 1
zooplankton, 10 invertebrates,
and 10 fish.





Aquatic Food web
Magnification (FWMF)

0.81

Food-web magnification factor
of 0.81 (0.52-1.24) in 18 marine
species in the False Creek food
web.

Mackintosh et al. (2004)

High



Terrestrial

Bioconcentration (BCF)

2.23

BCF of edible fraction of onion,
celery, pepper, tomato, bitter
gourd, eggplant, and long
podded cowpea samples at 0.13
mg/kg.

Li et al. (2016)

High



907

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8 WEIGHT OF SCIENTIFIC EVIDENCE CONCLUSIONS FOR
FATE AND TRANSPORT

8.1 Strengths, Limitations, Assumptions, and Key Sources of Uncertainty
for the Fate and Transport Assessment	

Given the consistent results from numerous high-quality studies, there is robust confidence that DIBP:

•	Has chromophores that absorb in the visible range of the solar light spectrum and is expected to
undergo direct photolysis (Section 4.3).

•	Will partition to organic carbon and particulate matter in air (Section 5.1).

•	Will biodegrade in aerobic surface water, soil, and wastewater treatment processes (Sections 4.1,
5.3.2, 6.2).

•	Does not biodegrade in anaerobic environments (Section 4.1).

•	Will be removed after undergoing wastewater treatment and will sorb to sludge at high fractions,
with a small fraction being present in effluent (Section 6.2).

•	Is not bioaccumulative (Section 7).

•	Is not expected to biodegrade under anoxic conditions and may have high persistence in
anaerobic soils and sediments (Sections 4.1, 5.3.2, and 5.2.2).

•	May have an apparent extended half-life in surface water and sediment proximal to continuous
points of release.

As a result of limited studies identified, there is moderate confidence that DIBP:

•	Is expected to be partially removed in conventional drinking water treatment systems via
sorption to suspended organic matter and filtering media (Section 6.3).

•	Has no significant degradation via hydrolysis under standard environmental conditions but
hydrolysis rate was seen to increase with increasing pH and temperature in deep-landfill
environments (Section 5.3.3).

Findings that were found to have a robust weight of evidence supporting them had one or more high-
quality studies that were largely in agreement with each other. Findings that were said to have a
moderate weight of evidence were based on a mix of high and medium-quality studies that were largely
in agreement, but varied in sample size and consistency of findings.

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9 PHYSICAL CHEMISTRY AND FATE AND TRANSPORT

ASSESSMENT CONCLUSIONS	

The inherent physical and chemical properties of DIBP govern its environmental fate and transport.
Based on DIBP's aqueous solubility and moderate tendency to adsorb to organic carbon, this chemical
substance will be preferentially sorbed into sediments, soils, and suspended solids in wastewater
treatment processes. Soil, sediment, and sludge/biosolids are predicted to be the major receiving
compartments for DIBP as indicated by its physical and chemical and fate properties and fugacity
assessment, and as supported by monitoring information. Surface water is predicted to be a minor
pathway, and the main receiving compartment for phthalates discharged via wastewater treatment
processes. However, phthalates in surface water will sorb strongly to suspended and benthic sediments.
In areas where DIBP is continually released to water, higher levels of phthalates in surface water can be
expected, trending downward distally from the point of releases. This also hold true for DIBP
concentration in both suspended and benthic sediments. While DIBP undergoes relatively rapid aerobic
biodegradation, it is persistent in anoxic/anaerobic environments (sediment, landfills) and like other
phthalates it is expected to slowly hydrolyze under normal environmental conditions.

If released directly to the atmosphere, DIBP is expected to adsorb to particulate matter. It is not expected
to undergo long-range transport facilitated by particulate matter due to the relatively rapid rates of both
direct and indirect photolysis. Atmospheric concentrations of DIBP may be elevated proximal to sites of
releases. Off gassing from landfills and volatilization from wastewater treatment processes are expected
to be negligible releases in terms of ecological or human exposure in the environment due to its low
vapor pressure. DIBP released to air may undergo rapid photodegradation and it is not expected to be a
candidate chemical for long range transport.

In indoor settings, DIBP released to air is expected to preferentially accumulate in suspended particles
and dust (Das et al.. 2014; Kanazawa et al.. 2010; Wormuth et al.. 2006). The available information
suggests that DIBP's indoor dust concentrations are associated with the presence of phthalate containing
articles and the proximity to the facilities producing them (Das et al.. 2014) as well as daily
anthropogenic activities that might introduce DIBP containing products into indoor settings (Dodson et
al.. 2017V

DIBP has a predicted average environmental half-life of 14 days. In situations where aerobic conditions
are predominant, DIBP is expected to degrade rapidly and be more persistent under anoxic/anaerobic
conditions. In some sediments, landfills, and soils, DIBP may be persistent as it is resistant to anaerobic
biodegradation. In anerobic environments, such as deep landfill zones, hydrolysis is expected the most
prevalent process for the degradation of DIBP.

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