Administrative Rules for
PART 201 ENVIRONMENTAL REMEDIATION
of the Natural Resources and Environmental Protection Act 1994 PA 451, as
amended
Rule 714.
(1) Inhalation of hazardous substance vapors
volatilizing from groundwater to indoor air shall be considered a reasonable
and relevant exposure pathway for hazardous substances in groundwater that have
a Henry's law constant greater than or equal to 0.00001 atm-m3/mole.
(2) Except as provided in subrule (1) of this rule, if any of the following
conditions exist, the generic criteria developed pursuant to this rule shall
not apply and a site-specific evaluation of indoor inhalation risks shall be
conducted:
(a) There is a structure present or planned to be
constructed at the facility which does not have a concrete block or poured
concrete floor and walls.
(b) The highest water table elevation of a
contaminated saturated zone at the facility, considering seasonal variation, is
within 3 meters of the ground surface.
(c) There is a sump present that is not
completely isolated from the surrounding soil by its materials of construction,
or there is other direct entry of contaminated groundwater into the basement.
(3) Groundwater cleanup criteria based on
inhalation of hazardous substance vapors volatilizing from groundwater to
indoor air shall be called groundwater volatilization indoor air inhalation
criteria ("GVIIC"). The GVIIC is
determined by the following series of calculations, except as provided in R
299.5734(3):
equation
for Carcinogenic effects:
![]()
where,
|
GVIIC |
(Groundwater
volatilization indoor air inhalation criteria) |
= chemical-specific, ug/L |
|
TR |
(Target
risk level) |
= 10-5 |
|
AT |
(Averaging
time) |
= 25,550 days (70 x 365) |
|
AIR |
(Adjusted
inhalation rate) |
= 1 (residential) = 2 (commercial/industrial) |
|
IURF |
(Inhalation
unit risk factor) |
= chemical-specific, (ug/m3)-1 |
|
EF |
(Exposure
frequency) |
= 350 days/year (residential) = 245 days/year (commercial/industrial) |
|
ED |
(Exposure
duration) |
= 30 years (residential) = 21 years (commercial/industrial) |
|
CRbuilding |
(Ratio
of indoor air concentration to groundwater concentration) |
= chemical-specific, (ug/m3)/(ug/L) |
Equation
for Noncarcinogenic effects:
![]()
where,
|
GVIIC |
(Groundwater
volatilization indoor air inhalation criteria) |
= chemical-specific, ug/L |
|
THQ |
(Target
hazard quotient) |
= 1 |
|
AT |
(Averaging
time) |
= 10,950 days (residential) = 7,665 days (commercial/ industrial) |
|
EF |
(Exposure
frequency) |
= 350 days/year (residential) = 245 days/year (commercial/industrial) |
|
ED |
(Exposure
duration) |
= 30 years (residential) = 21 years (commercial/ industrial) |
|
ITSL |
(Initial
threshold screening level) |
= chemical-specific, ug/m3 |
|
CRbuilding |
(Ratio
of indoor air concentration to groundwater concentration) |
= chemical-specific, (ug/m3)/(ug/L) |
The
ratio of the indoor air concentration to the groundwater concentration is
calculated as:
![]()
where,
|
CRbuilding |
(Ratio
of indoor air concentration to groundwater concentration) |
= chemical-specific, (ug/m3)/(ug/L) |
|
a |
(Attenuation
coefficient) |
= chemical-specific, unitless |
|
|
(Ratio
of soil vapor concentration to groundwater/source concentration) |
= chemical-specific, (ug/m3)/(ug/L) |
The soil vapor-phase concentration generated from a hazardous substance
in groundwater is assumed to be in equilibrium with the aqueous phase concentration
(Cw) of that substance as
related by the dimensionless Henry's law constant (H') such that:
![]()
where,
|
|
(Ratio
of soil vapor concentration to groundwater/source concentration) |
= chemical-specific, (ug/m3)/(ug/L) |
|
H' |
(Dimensionless
Henry's law constant, where H' = HLC x 41) |
= chemical-specific, unitless |
|
HLC |
(Henry's
law constant at 25 degrees Celsius) |
= chemical-specific, (atm-m3/mol) |
|
TAF |
(Temperature
adjustment factor) |
= 0.5, unitless |
|
Cw |
(Uniform
unit groundwater concentration) |
= 1 ug/L |
The intrusion rate of hazardous substance vapors into buildings is
predicted using an analytical solution which couples both diffusive and
convective transport of vapors emanating from groundwater into enclosed spaces. An
attenuation coefficient (a) is calculated that is expressed as the ratio of
building indoor air concentration to the vapor-phase concentration at the
source.
Values of a are calculated assuming
infinite source conditions. For infinite source conditions a is written as follows:

where,
|
a |
(Attenuation
coefficient) |
= unitless |
|
|
(Total
effective diffusion coefficient) |
=
chemical-specific, cm2/s |
|
Dcrack |
(Effective
diffusion coefficient through crack) |
= cm2/s,
(Dcrack =
equation for |
|
Ab |
(Area
of enclosed space below grade) |
= 1.96E+6
cm2 (residential) = 3.83E+6
cm2 (commercial/
industrial) |
|
Qbuilding |
(Building
ventilation rate) |
= 1.51E+5
cm3/s (residential) = 5.04E+5
cm3/s (commercial/ industrial) |
|
Lcrack |
(Building
foundation thickness) |
= 15 cm |
|
LT |
(Source-building
separation distance) |
= 115 cm (residential) = 300 cm (commercial/ industrial) |
|
Qsoil |
(Volumetric
flow rate of soil vapor into the building) |
= 0.81 cm3/s (residential) = 2.10 cm3/s (commercial/ industrial) |
|
Acrack |
(Total
area of cracks below grade) |
= 196 cm2 (residential) = 383 cm2 (commercial/ industrial) |
|
exp(p) |
(The
base of the natural logarithm raised to power p) |
= ep |
To
characterize contaminant diffusion from groundwater into buildings a total
effective diffusion coefficient (
) is calculated to account for both liquid
phase diffusion of the contaminant through the capillary fringe, (
) , and vapor phase diffusion through the
vadose zone, (
) . The
calculation is as follows:
![]()
where,
|
|
(Total
effective diffusion coefficient) |
= chemical-specific, cm2/s |
|
LT |
(Source-building
separation distance) |
= 115 cm (residential) = 300 cm (commercial/ industrial) |
|
hv |
(Thickness
of vadose zone below enclosed space floor) |
= 75 cm (residential) = 260 cm (commercial/ industrial) |
|
Lcrack |
(Building
foundation thickness) |
= 15 cm |
|
|
(Effective
diffusion coefficient through vadose zone) |
= chemical-specific, cm2/s |
|
hcf |
(Thickness
of capillary fringe) |
= 25 cm |
|
|
(Effective
diffusion coefficient through capillary fringe) |
= chemical-specific, cm2/s |
The effective diffusion
coefficient calculation for the vadose zone (
) is written as:
![]()
where,
|
|
(Effective
diffusion coefficient through vadose zone) |
= chemical-specific, cm2/s |
|
Da |
(Diffusivity
in air) |
= chemical-specific, cm2/s |
|
qa |
(Soil
air-filled porosity) |
= 0.13 cm3/cm3 |
|
N |
(Total
soil porosity) |
= 0.43 cm3/cm3 |
|
Dw |
(Diffusivity
in water) |
= chemical-specific, cm2/s |
|
H' |
(Dimensionless
Henry's law constant, where H' = HLC x 41) |
= chemical-specific, unitless |
|
HLC |
(Henry's
law constant |
= chemical-specific, (atm-m3/mol) |
|
TAF |
(Temperature
adjustment factor) |
= 0.5 |
|
qw |
(Soil
water-filled porosity) |
= 0.3 cm3/cm3 |
The effective diffusion coefficient calculation for the capillary fringe (
) is
written as:
![]()
where,
|
|
(Effective
diffusion coefficient through capillary fringe) |
= chemical-specific, cm2/s |
|
Da |
(Diffusivity
in air) |
= chemical-specific, cm2/s |
|
qa,cf |
(Soil
air-filled porosity in capillary fringe) |
= 0.078 cm3/cm3 |
|
Dw |
(Diffusivity
in water) |
= chemical-specific, cm2/s |
|
H' |
(Dimensionless
Henry's law constant, where H' = HLC x 41) |
= chemical-specific, unitless |
|
HLC |
(Henry's
law constant) |
= chemical-specific, (atm-m3/mol) |
|
TAF |
(Temperature
adjustment factor) |
= 0.5 |
|
qw,cf |
(Soil
water-filled porosity in capillary fringe) |
= 0.352 cm3/cm3 |
|
N |
(Total
soil porosity) |
= 0.43 cm3/cm3 |
(4) Facility-specific measurements of the
following parameters may be substituted individually for the generic
assumptions and still allow the facility to satisfy the generic categorical
criteria under section 20120a(1)(a) to
(e) of the act.
(a) Dry soil bulk density.
(b) Fraction of organic carbon in soil.
(c) Soil vapor permeability.
(d) Temperature adjustment factor for Henry's law
constant.
(e) Source-building foundation separation
distance.
(f) Vertical thickness of capillary fringe.
Facility-specific
measurements shall be based on representative characterization. Documentation of all facility specific values
shall be provided in the remedial action plan.
(5)
The department may approve of methods to demonstrate compliance with criteria
for this exposure pathway if those methods are more representative of in-situ
conditions at the facility. Methods
acceptable to the department may include, but are not limited to, use of
representative soil gas concentrations.
(6)
A site-specific GVIIC may be developed for remedial action plans
prepared pursuant to section 20120a(2)
of the act that is based on demonstration of compliance with 1974 PA
154, MCL 408.1001 et seq. and the rules
promulgated pursuant to that act. This
subrule shall apply only when all of the following conditions are satisfied:
(a) The risk being evaluated results from
inhalation by workers of hazardous substances in indoor air within an active
workplace that is regulated by 1974 PA 154,
MCL 408.1001 et seq. and the rules promulgated pursuant to that act.
(b) The exposure to hazardous substances from
environmental contamination is a portion of the exposure to which workers are
otherwise subject from process-related sources of the same hazardous substance.
(c) The risk to the non-worker population, if
any, from inhalation of indoor air at the property has been evaluated using
generic residential GVIIC or a site-specific evaluation has been conducted for
the non-worker population according to methods acceptable to the department,
and the risk is not unacceptable on the basis of the risk management objectives
set forth in section 20120a of the act.
These administrative rules are provided as a free
service of the State Bar of Michigan Environmental Law Section. The administrative rules, which were
re-formatted for consistency, are not intended to replace official versions and
are subject to revision and/or repeal. The Environmental Law Section presents this information, without
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