GRAC Hydrovision Spring 2015

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HydroVisions – spring 2015 | Page 20
Abstract
S
ewer-plumbing systems, land
drains and subsurface utility con-
duits/lines/trenches are alternate
exposure pathways for volatile organic
compounds (VOCs) in the shallow
subsurface to migrate into indoor air.
Sewers which are well past their design
life, or legacy sewers, allow for leakage
into and out of the pipes. Legacy sew-
ers that intercept VOC-contaminated
groundwater or vapor likely contain
VOCs in the sewer air. This article
highlights an often overlooked implica-
tion of legacy sewers and their inter-
ception of VOC plumes—the potential
for VOC-impacted sewer air to enter
indoor air spaces.
Introduction
Sewer systems were designed to
deliver residential, commercial, and
industrial liquid wastes to treatment
plants without loss of wastes in transit.
Sewer-plumbing systems inside build-
ings were designed to properly vent
sewer gases, preventing their entry
into inhabited indoor space. Several
decades, or even centuries, after the
installation of sewer collection systems
under the streets and the construction
of vented plumbing in buildings, many
components of sewer systems develop
leaks, and some vapor seals designed
to protect against sewer air intrusion
into structures become compromised
(pipes crack, fittings loosen, wax seals
degrade and crack, and P-traps dry
out). When compromised sewer and
plumbing systems intercept contami-
nated groundwater plumes, indoor air
becomes directly connected to sewer
air that can contain VOCs.
One Alternate Exposure Pathway of VOC Vapors
from Contaminated Subsurface Environments into
Indoor Air – Legacy Sewer-Plumbing Systems
By James A. Jacobs, Olivia P. Jacobs, and Kelly G. Pennell
Nationwide, legacy sewer lines are
unintended conveyance systems for
VOCs in sewer air. VOC-impacted
groundwater (and vapor in the vadose
zone) infiltrates leaky sewer trunk lines
and laterals. The VOCs volatilize from
the sewer/groundwater liquids into
sewer air, which allows for migration
throughout the sewer system, and into
indoor air through failed vapor seals in
plumbing systems.
This paper presents (1) currently
used vapor intrusion conceptual mod-
els, (2) leakage and pipe damage as
documented in a northern California
sewage conveyance system, (3) two case
studies demonstrating the presence of
VOCs in indoor air resulting from the
intersection of breached sewer systems
with failed plumbing seals and PCE
plumes, and (4) recommendations.
Indoor Air Quality Studies
There are many sources of indoor air
pollution, but one that has captured the
attention of regulators and managers of
hazardous waste sites is the transport
of subsurface vapors into indoor air
spaces (i.e. vapor intrusion). U.S. EPA
(2002) developed a series of models for
estimating indoor-air concentrations of
VOCs and the associated health risks
from subsurface vapor intrusion into
buildings. These vapor intrusion models
were based on the analytical solutions of
Johnson and Ettinger (1991) for contami-
nant partitioning and subsurface vapor
transport into buildings. Figure 1 shows a
common site conceptual model for VOC
vapor intrusion, based on US EPA (2002)
and modified by others. Since that time,
several revisions to the vapor intrusion
models have been made and a series of
new models have been developed.
Figure 1: A common site conceptual VOC vapor intrusion model
(modified after others; original from US EPA, 2002).
Continued on the following page…
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Feature
Figure 2: An example of an alternate exposure pathway model showing sewer gases
and VOCs entering indoor air through ineffective plumbing vapor seals. Note: VOCs
are released to the indoor air and through the vent line on roof. VOC data (Riis et al.,
2010; Pennell et al., 2013) support this alternate VOC exposure pathway into indoor
air. Conditions in the houses reflect exposure pathways. A) Intact vapor seals and not
over VOC plume (exposure pathway not completed); B) Leaky vapor seals and not
over VOC plume (exposure pathway completed); C) Intact vapor seals and working
SSD over VOC plume (exposure pathway not completed); D) Leaking vapor seals
and working SSDs over VOC plume (exposure pathway completed)
One Alternate Exposure Pathway of VOC Vapors from Contaminated
Subsurface Environments into Indoor Air – Continued
After nearly two decades of indoor-
air monitoring in structures above
contaminant plumes, practitioners
have developed a term, “alternate
exposure pathways,” to address con-
taminated vapor intrusion into indoor
air from sources other than underlying
groundwater plumes. Many regulatory
documents reference trench backfill
containing piping conduits as a poten-
tial pathway for contaminated vapor
exposure, but few, if any, discuss the
implications for the piping conduits
(pipe interiors) themselves to serve as
vapor exposure pathways. The current
term alternate exposure pathways com-
monly refers to trenching and piping for
sewer-plumbing systems, land drains,
storm drains, abandoned pipelines,
cable ducts, steam lines, utility lines,
other pipes and other conduits. When
these alternative exposure pathways
enter, or are proximal to, structures,
they may serve as unintended convey-
ance systems for VOCs. A land drain
beneath a research house in northern
Utah owned by Arizona State Uni-
versity was documented to be a VOC
conduit for detected indoor air impacts
(Johnson, 2014). Field investigations at
Hill Air Force Base have shown some
indoor air contamination to be the
result of the connectivity of contami-
nated sewer air to indoor air (Gorder
and Dettenmaier, 2011). Two other
studies (Pennell et al., 2013; and Riis et
al., 2010) documented tetrachloroeth-
ene (PCE) in sewer gas as an important
source of indoor air contamination at
two vapor intrusion study sites.
Based on these reports of sewer-
plumbing systems as alternate path-
ways, an updated conceptual model to
guide vapor intrusion studies is needed.
Some of the combinations of factors
related to plume location, vapor seal
integrity, and possible VOC exposure
in indoor air are shown in Figure 2.
Not all permutations of foundation,
subsurface depressurization system
(SSD) and sewer configuration are
shown. The rationale for this updated
conceptual model is provided below.
Note that in Figure 2, the SSD
protects buildings overlying VOC-con-
taminated groundwater plumes from
VOCs rising through the vadose zone
into indoor air. SSDs cannot protect
indoor air quality in buildings where
VOCs in sewer air leak into indoor air
through failed plumbing seals.
Legacy Sewers, Mains,
Laterals and Plumbing
Systems meet VOC plumes
There are hundreds of thousands of
shallow VOC groundwater plumes in
urban areas in North America. Urban
sewer systems installed 50–100 years
ago are well past their design life.
These legacy sewers develop cracks,
separations and other damage over time
associated with earth subsidence, cor-
rosive substances, pipe settling, biologi-
cal intrusion and pipe material failure.
Video camera inspections of sewers
show that breaches are common in or
between concrete, clay or transite pipes,
and from corrosion in cast iron pipes.
Tree and plant roots grow into the
sewer system and commonly damage
sewer pipe integrity. Pipe connections,
junctions, manholes, etc., likewise
develop structural damage resulting in
both leaks of sewage from the pipes/
structures and inflow of groundwater
and vapors (Jacobs et al., 2014).
Legacy sewer system pipes experience
a baseline of infiltration and inflow (I&I)
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Feature
Figure 3: Variations in wastewater flow within a sewer pipe-
line (modified after SASM, 2010).
Figure 5: Examples of vapor leak locations (modified after
U.S. Department of the Army, 2001). 1) Cracked waste
stack; 2) Dry P-trap; 3) Cracked main vent; 4) Loose fit-
tings; 5) Faulty wax ring seal; 6) Leaking joints
Figure 4: Conceptual diagram showing wastewater flow
components (modified after SASM, 2010).
of groundwater throughout the year, but experience significant
increases in groundwater I&I during the rainy season (Figure 3).
I&I within a wastewater pipeline system in northern California
was shown to contribute 8 to 33 times the amount of daily
sewer flow shortly after a strong storm (SASM, 2010). This
wastewater system, including the trunk lines and sewer laterals,
was originally installed 6 or more decades ago. Figure 4 is a
conceptualized diagram showing the wastewater flow compo-
nents of rainfall-dependent infiltration/inflow (RDI/I) into sewer
pipes, and illustrates the lag between the timing of rainfall and
its infiltration into the sewer pipes. Unlike storm-induced in-
creases in wastewater flow, diurnal base wastewater flow (BWF)
shows increases only during early-morning and dinner through
evening hours. During dry weather, groundwater infiltration
(GWI) into sewer pipes is relatively constant during the day in
an area with no tidal influences. I&I leakage in sewer sections
in northern California is frequently confirmed using smoke
testing, flow meters and video inspections. These inspections
consistently indicate that breaches of unpressurized sewer lines
are common, and that failed sewer lines provide opportunities
for vapors and groundwater to enter and exit the sewer system.
Leakage into and out of the sewer system (from the inside
drain to the wastewater plant) is not limited to subsurface
fixtures. Within buildings, examples of ineffective vapor seals
in plumbing systems include dry P-traps, breached toilet wax
rings, cracked pipes, loose pipe fittings and gaskets, improper
repairs or additions, and settlement. Examples of vapor leak
locations (Figure 5), a close-up of a P-trap (Figure 6) and the mi-
gration pathway of sewer gas and VOCs into indoor air (Figure
7) illustrate how VOCs in sewer air can migrate into indoor air.
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Breached Sewer Lines Intersecting Subsurface
VOC Plumes
When breached sewer collection pipes intersect VOC-
contaminated soil and groundwater, water and vapor
containing VOCs infiltrate the breached sewer pipes. While
VOC-containing fluids flow downgradient in the sewer pipes
toward the wastewater treatment plant, the VOCs contained in
the groundwater, pipe debris/solids and soil vapor have an op-
portunity to volatilize into the sewer air. Once in the sewer air,
the contaminants can migrate within the connected sewer pipes
independently from the liquid waste stream. Sewer air move-
ment is dependent on a number of variables, but VOCs in vapor
form are not exclusively gravity-driven, and could exit the sewer
at any point where the sewer or plumbing is not vapor tight.
Sewer Air Considered with Respect to Indoor
Air Quality Investigations
Indoor air quality degradation caused by vapor intrusion
of VOCs into structures has been a health concern investi-
gated by US EPA and other agencies for decades. However,
public sewer and private plumbing systems have not been
evaluated systematically for their role as vapor conduits in
the standard site conceptual models for indoor air quality
developed by US EPA (2002) and others.
Recent PCE-specific vapor intrusion studies in Denmark
and Boston document PCE indoor air concentrations result-
ing from failed plumbing-sewer systems that intersect mapped
PCE groundwater plumes (Riis et al., 2010; Pennell et al.,
2013). In both studies, iterative testing of indoor air (after
PCE was detected indoors) led to direct sewer-air testing. The
findings established that the sewer air contained PCE and
that the sewer intersected a PCE groundwater plume. The
sampling also established that the sewer air was contribu-
tory to the presence of VOCs in the indoor air. In both cases,
the concentrations of PCE detected inside the buildings were
orders of magnitude higher than levels generally considered
safe for long-term indoor air exposure.
In the Denmark study (Riis et al., 2010), PCE was reported
in the cabinet under a kitchen sink at levels as high as 810 µg/
m³. In the Boston study, the concentration of PCE detected
in bathroom air was 37 µg/m³. A faulty plumbing connection
to the toilet was presumed to be the source of PCE. The con-
centration of PCE detected in the sewer gas (sampled directly
from the sewer pipe connected to the toilet) was 58 µg/m³.
When the toilet connection was sealed, the PCE concentration
in the bathroom air decreased to 2.6 µg/m³. It was documented
in the Boston case that variability of VOC concentrations in
sewer air between sampling events depended on many factors,
including the integrity of the sewer seals.
Regulatory Levels
The concentrations of PCE measured at these two sites,
compared to the Massachusetts Department of Environmental
Protection (MassDEP) threshold (risk) value of 1.4 μg/m³, were
1 to 2 orders of magnitude higher. The California Department
of Toxic Substances Control’s (DTSC) Human and Ecological
Risk (HERO) recommended values for residential air screening
for PCE, calculated using the Regional Screening Level (RSL)
Figure 6: Anatomy of a P-trap vapor seal in cross-section.
Water in P-trap seals VOCs from entering indoor air. If wa-
ter evaporates, or is siphoned to below the upper part of the
trap dip, sewer air can be released into indoor air. (Modified
after U.S. Department of the Army, 2001).
Figure 7: Migration pathway of sewer gas and VOCs into in-
door air (modified after U.S. Department of the Army, 2001).
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Feature
calculator, are 0.41 μg/m³ for cancer
risk and 37 μg/m³ for non-cancer risk
(DTSC, 2010). The San Francisco Bay
Regional Water Quality Control Board’s
(RWQCB, 2013) Environmental Screen-
ing Level (ESL) for PCE in residential
indoor air is 0.41 μg/m³.
The levels of PCE detected in indoor
air (Riis et al., 2010; Pennell et al.,
2013) are small compared to those im-
mediately dangerous to life and health
(IDLH) for an instantaneous exposure
of PCE. However, exposure to a low-
concentration carcinogen (such as PCE
and other VOCs) over a long period of
time is a clear health risk; the hypothesis
of sewer air exposure should be tested
to document the incidence of VOC
exposure through vapor seal failures
(see Figure 7) and to minimize the VOC
exposure to unsuspecting occupants.
Recommendations
Alternate vapor exposure pathways
should be considered in environmental
indoor air assessments. The scien-
tific and regulatory community needs
to update vapor intrusion models and
consider alternate exposure pathways
in health risk evaluations and regula-
tory decision making. To establish the
risk of exposure of individual building
inhabitants to VOCs, we recommend
screening (PID and sorbent tubes), or
laboratory testing (passive sorbents and
air samples) of nearby sewer manholes
and building sewer system cleanouts or
vent stacks. Further evaluation of inside
vapor seals and plumbing connections
can be performed using smoke testing.
To clear high VOCs in sewer pipe
air, active venting in manholes has
been shown effective. The remedy for
the vapor seal failure may be as simple
as filling a dry P-trap with water or
replacing toilet wax seals. For leaking
underground sewer system repair, the
capital costs, including leak inspection
and testing, pipe engineering design,
and installation is millions of dollars
for municipalities or sewer agencies.
Ultimately, the breached pipe network
should be fixed in order to prevent
VOC intrusions into indoor air.
Nationwide, U.S. EPA’s focus on
I&I issues of sewer systems has been
as a major source of sewer overflows
of untreated wastes onto land and
into water bodies. Prioritizing sewer
replacement projects in areas where
known shallow VOC groundwater
plumes co-exist with breached sewer
systems would decrease the potential
for VOCs to enter sewer air and reduce
the risk of indoor air exposure.
More research is needed into as-
sessment and mitigation methods to
address the presence of VOCs in sewer-
plumbing systems and their migration
into indoor air.
References Cited
California Department of Toxic Substances
Control (DTSC). 2010. Human Health Risk
(HERO), Office of Human and Ecological
Risk Overview; Retrieved January 20, 2014;
https://www.dtsc.ca.gov/assessingrisk/human-
risk2.cfm
Gorder, K. and Dettenmaier, E. 2011. Portable
GC/MS Methods to Evaluate Sources of cVOC
Contamination in Indoor Air. Groundwa-
ter Monitoring & Remediation, National
Groundwater Association, Fall, Vol. 31, Issue
4, p. 113-119.
Jacobs, J.A., Jacobs, O.P., and K.G. Pennell. 2014.
Geologists and Site Conceptual Models: VOCs
and Sewer Gas in Indoor Air Resulting from
Migration from Breached Sewer Conveyance
Systems, American Institute of Professional Ge-
ologists National Meeting, Abstracts, p. 73-74.
Johnson, P. C, and R. A. Ettinger. 1991. Heuris-
tic model for predicting the intrusion rate of
contaminant vapors in buildings. Environ. Sci.
Technol. 25: 1445-1452.
Johnson, P. C. 2014. Vapor Intrusion: Lessons-
Learned from Four Years of Intensive
Monitoring of a House Over a Dilute Chlori-
nated Solvent Plume, GRACast Web Seminar
Series on Vapor Intrusion, Part 2, Groundwater
Resources Association of California, Sacra-
mento, California, June 25.
Massachusetts Department of Environmental
Protection (MassDEP). 2011. Interim final va-
por intrusion guidance, WSC#11-435. Boston,
Massachusetts: MassDEP.
Pennell, K.G., Scammell, M.K., McClean,
M.D., Arnes, J., Weldon, B., Friguglietti, L.,
Suuberg, E.M., Shen, R., Indeglia, P.A., and
W.J. Heiger-Bernays. 2013. Sewer Gas: An
Indoor Air Source of PCE to Consider During
Vapor Intrusion Investigations, Groundwater
Monitoring & Remediation; Volume 33, Issue
3, Summer 2013, p. 119–126.
Riis, C.E., A.G. Christensen, M.H. Hansen, and H.
Husum. 2010. Vapor Intrusion through sewer
systems: Migration pathways of chlorinated sol-
vents from groundwater to indoor air. Presented
at the Seventh Battelle International Conference
on Remediation of Chlorinated and Recalcitrant
Compounds, Monterey. http://indoorairproject.
files.wordpress.com/2011/03/ sgs-attachment-1.
pdf (accessed August 1, 2014).
San Francisco Bay Regional Water Quality Con-
trol Board (RWQCB). 2013. 2013 Tier 1 ESLs,
Summary Table F, December, 19 p.
Sewerage Agency of Southern Marin (SASM),
2010, Sewage Spill Reduction Action Plan;
Annual Report on Flow Monitoring, Prepared
by RMC, October, Mill Valley, CA, 31 p.
United States Department of the Army. 2001.
Plumbing, Pipe Fitting, and Sewerage, Field
Manual FM 3-34.471 (FM 5-420), Headquar-
ters, Washington, D.C., August 31, 276 p.
United States Environmental Protection Agency
(US EPA). 2011. Background indoor air concen-
trations of volatile organic compounds in north
American residences (1990–2005): A compila-
tion of statistics for assessing vapor intrusion.
EPA 530-R-10-001. Washington, DC: Office of
Solid Waste and Emergency Response (OSWER).
United States Environmental Protection Agency (US
EPA). 2002. OSWER Draft Guidance for Evalu-
ating the Vapor Intrusion to Indoor Air Pathway
from Groundwater and Soils (Subsurface Vapor
Intrusion Guidance), November 2002.
About the Authors
James A. Jacobs, P.G., C.P.G., C.H.G. is a
geologist with over three decades of experience.
He is a Fulbright Scholar and has been an elected
director of a sewer board since 2002. He can
be reached at jjacobs@clearwatergroup.com or
www.clearwatergroup.com.
Olivia Jacobs, C.E.M., is a Thomas J. Wat-
son Fellow (subject was waste use). She brings
experience with I&I modeling to decades of
environmental science experience. President
of Clearwater Group, she can be reached at
oj@clearwatergroup.com.
Kelly G. Pennell, PhD, PE is an Assistant
Professor in the Department of Civil Engineer-
ing at the University of Kentucky. She has over
15 years combined environmental engineering
experience as a consultant, governmental liai-
son and faculty member. She can be reached at
kellypennell@uky.edu.
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