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                   DEPARTMENT OF ENVIRONMENTAL QUALITY

                            WATER BUREAU

                     WATER RESOURCES PROTECTION

(By authority  conferred  on  the  department  of  environmental  quality  by 
sections 3103 and 3106 of 1994 PA 451, MCL 324.3103 and 324.3106



PART 8. WATER QUALITY-BASED EFFLUENT LIMIT DEVELOPMENT FOR TOXIC SUBSTANCES

R 323.1201 Purpose.
  Rule 1201. The rules  in  this  part  shall  be  used  to  establish  toxic 
substance water quality-based  effluent  limits  (WQBELs)  for  point  source 
discharges that are protective of the designated uses of the  surface  waters 
of the state  as  established  in  R  323.1100.   WQBELs  for  certain  toxic 
substances may be  very  low  and  in  some  cases  less  than  what  current 
analytical techniques can detect or quantify.  In  some  effluents,  the  low 
levels  may  not  be  amenable  to  regulatory  control  through  end-of-pipe 
treatment technology in a cost-effective manner.  To achieve compliance  with 
the low WQBELs and associated  regulatory  requirements,  the  department  is 
committed to, and strongly  encourages,  the  use  of  pollution  prevention, 
source control, and other waste minimization programs.  End-of-pipe treatment 
for the low WQBELs which is extraordinary  or  beyond  that  which  would  be 
necessary if not for the low WQBELs will not be required  by  the  department 
unless it is determined to be the most cost-effective means or the only means 
to achieve the applicable water quality-based effluent limit.
The provisions of R 323.1103 may provide an alternative to extraordinary end- 
of-pipe treatment where such treatment would result in unreasonable  economic 
effects on the discharger.  The rules of this part shall not  be  used  as  a 
basis for establishing controls on the discharge  of  toxic  substances  from 
intermittent wet-weather point sources.

   History:  1997 AACS.


R 323.1203  Definitions; A to L.
  Rule 1203.  As used in this part:
  (a)  "Acute-chronic ratio (ACR)" means a  standard  measure  of  the  acute 
toxicity of a material divided by  an  appropriate  measure  of  the  chronic 
toxicity of the same material under comparable conditions.
  (b)  "Acute toxicity" means an adverse effect that results  from  an  acute 
exposure which occurs within any short observation period and  which  usually 
does not constitute a substantial portion of the life span of the organism.
  (c)  "Acute toxic unit (TUa)" means 100/LC50 where the LC50  is  determined 
from a whole effluent toxicity (WET) test which produces  a  result  that  is 
statistically or graphically estimated to  be  lethal  to  50%  of  the  test 
organisms.
  (d)  "Aquatic life value" means a tier I or tier II value developed under R 
323.1057(2).
  (e)  "Bioaccumulation equivalency factor (BEF)" means  the  bioaccumulation 
potential for the toxicologically important chlorinated dibenzo-p-dioxins and 
chlorinated dibenzo-p-furans relative to  2,3,7,8-tetrachlorodibenzo-p-dioxin 
(2,3,7,8-TCDD) for  use  in  calculating  2,3,7,8-TCDD  toxicity  equivalency 
concentrations  in   water   as   the   2,3,7,8-TCDD   toxicity   equivalency 
concentrations relate to deriving human health water quality values.
  (f)   "Bioaccumulation  factor  (BAF)"  means  the  ratio,  in  liters  per 
kilogram, of a substance's concentration in tissue of an aquatic organism  to 
its concentration in the ambient water where both the organism and  its  food 
are exposed and the ratio does not change substantially over time.
  (g)  "Bioaccumulative chemical of concern (BCC)" means  a  chemical  which, 
upon entering the surface waters, by itself or as  its  toxic  transformation 
product, accumulates in aquatic organisms by a human  health  bioaccumulation 
factor (BAF) of more than 1000 derived after considering metabolism and other 
physiochemical properties that might enhance or inhibit bioaccumulation.  The 
human health bioaccumulation factor shall be derived according to 
R 323.1057(5).  Chemicals with half-lives of less than 8 weeks in  the  water 
column, sediment, and biota are not BCCs.  The minimum BAF information needed 
to define an organic chemical as a BCC is either a field-measured  BAF  or  a 
BAF derived using the biota-sediment accumulation factor (BSAF) methodology.  
The minimum BAF information needed to define an inorganic chemical as a  BCC, 
including  an  organometal,   is   either   a   field-measured   BAF   or   a 
laboratory-measured bioconcentration factor (BCF).  The BCCs to  which  these 
rules apply are identified in table 5 of R 323.1057.
  (h)  "Bioconcentration  factor  (BCF)"  means  the  ratio,  in  liters  per 
kilogram, of a substance's concentration in tissue of an aquatic organism  to 
its concentration in the ambient water in situations where  the  organism  is 
exposed through the water only and the ratio does  not  change  substantially 
over time.
  (i)  "Biota-sediment  accumulation  factor  (BSAF)"  means  the  ratio,  in 
kilograms  of  organic  carbon  per  kilogram  of  lipid,  of  a  substance's 
lipid-normalized concentration in  tissue  of  an  aquatic  organism  to  its 
organic carbon-normalized concentration in  surface  sediment  in  situations 
where the ratio does not change substantially over time,  both  the  organism 
and its food are exposed, and  the  surface  sediment  is  representative  of 
average surface sediment in the vicinity of the organism.
  (j)  "Carcinogen" means a substance which causes an increased incidence  of 
benign or malignant neoplasms in animals  or  humans  or  that  substantially 
decreases the time in which neoplasms develop in animals or humans.
  (k)  "Chemical-specific water quality-based  effluent  limit"  means  water 
quality-based effluent limits that are based on an individual chemical.
  (l)  "Chronic toxicity" means a concurrent and delayed adverse effect  that 
occurs only as a result of a chronic exposure.
  (m)  "Chronic toxic unit (TUc)"  means  100/MATC  or  100/IC25,  where  the 
maximum acceptable toxicant concentration (MATC) and IC25 are expressed as  a 
percent effluent in the test medium.
  (n)  "Clean water act"  means  the  federal  water  pollution  control  act 
codified at 33 U.S.C. §1251 et seq., as amended.
  (o)  "Daily maximum water quality-based effluent limit" means  an  effluent 
specific water quality-based effluent limit in an NPDES permit  developed  to 
protect aquatic life from acute chemical specific or whole effluent toxicity.
  (p)   "Department"  means  the  director  of  the  Michigan  department  of 
environmental quality, or his or her designee to whom the director  delegates 
a power or duty by written instrument.
  (q)  "Detection level" means the lowest  concentration  or  amount  of  the 
target analyte that can be determined to be different from zero by  a  single 
measurement at a stated level of probability.
  (r)  "Discharge-induced  mixing"  means  the  mixing  of  a  discharge  and 
receiving water that occurs due to discharge momentum and buoyancy up to  the 
point where mixing is controlled by ambient turbulence.
  (s)  "Dissolved metal" means the concentration of a metal  that  will  pass 
through a 0.45-mm membrane filter.
  (t) "Existing  discharge"  means  any  building,  structure,  facility,  or 
installation from which there is or may be a discharge of toxic substances to 
the surface waters of the state that is not a new discharge.
  (u)  "Final acute value (FAV)" means the level of a chemical or mixture  of 
chemicals that does not allow the mortality or other  specified  response  of 
aquatic organisms to exceed 50% when exposed for 96  hours,  except  where  a 
shorter time period is appropriate for certain species.   The  FAV  shall  be 
calculated under R 323.1057(2) if appropriate for the chemical.
  (v)   "Human  cancer  value  (HCV)"  means  the   maximum   ambient   water 
concentration of a substance at which a  lifetime  of  exposure  from  either 
drinking  the  water,  consuming  fish  from  the   water,   and   conducting 
water-related recreation activities or consuming  fish  from  the  water  and 
conducting water-related recreation activities  will  represent  a  plausible 
upper bound risk of contracting cancer of 1 in  100,000  using  the  exposure 
assumptions and methodology specified in R 323.1057(4).
  (w)   "Human  noncancer  value  (HNV)"  means  the  maximum  ambient  water 
concentration of a substance at  which  adverse  noncancer  effects  are  not 
likely to occur in the human population from lifetime exposure through either 
drinking  the  water,  consuming  fish  from  the   water,   and   conducting 
water-related recreation activities or consuming  fish  from  the  water  and 
conducting water-related recreation activities using the exposure  assumption 
and methodology in R 323.1057(4).
  (x)  "Intake toxic substance" means the amount of a toxic substance that is 
present in surface or groundwaters  of  the  state  at  the  time  the  toxic 
substance is withdrawn from the waters by the discharger or  present  in  the 
water provided to the discharger by another facility.
  (y)  "Intermittent wet-weather point source" means a point source discharge 
that occurs as a result of a rainfall or  snowmelt  event.   An  intermittent 
wet-weather point source includes  a  treated  or  untreated  combined  sewer 
overflow, but does not include a storm water discharge  that  is  mixed  with 
other industrial or commercial wastewater or an increased  discharge  from  a 
municipal wastewater treatment plant due to a rainfall or snowmelt event.
  (z)  "IC25" means  the  toxicant  concentration  that  would  cause  a  25% 
reduction in a nonquantal biological measurement for the test population.
  (aa)  "LC50" means a statistically or graphically  estimated  concentration 
that is expected to be lethal to 50% of a group of organisms under  specified 
conditions. 
  (bb)  "Load allocation" means the portion of a  receiving  water's  loading 
capacity that is attributed to existing or future nonpoint sources, including 
natural background sources.
  (cc)  "Loading capacity" means the greatest  amount  of  pollutant  loading 
that a water can receive without violating water quality standards.
  (dd)  "Lotic" means surface waters of the state that exhibit flow.

  History:  1997 AACS; 2006 AACS.


R 323.1205  Definitions; M to Z.
  Rule 1205.  As used in this part:
  (a)  "Mass load" means a wasteload allocation specified in units of  weight 
per time.
  (b)   "Maximum  acceptable  toxicant  concentration   (MATC)"   means   the 
concentration obtained by calculating the geometric mean  of  the  lower  and 
upper chronic limits from a chronic test.   A  lower  chronic  limit  is  the 
highest tested concentration that did not cause the occurrence of a  specific 
adverse effect.  An upper chronic limit is the  lowest  tested  concentration 
which did cause the occurrence of a specific adverse effect and  above  which 
all tested concentrations caused such an occurrence.
  (c)  "Minimum level" means the level at which the entire analytical  system 
must give a recognizable signal and  acceptable  calibration  point.   It  is 
equivalent to the concentration of the lowest calibration standards, assuming 
that all method-specified sample weights,  volumes,  and  cleanup  procedures 
have been employed. 
  (d)  "Mixing zone" means the portion of a  water  body  in  which  a  point 
source discharge or venting groundwater is mixed with the receiving water.
  (e)  "Monthly average water quality-based effluent limit (WQBEL)" means  an 
effluent specific water quality-based effluent limit in a national  pollutant 
discharge elimination system (NPDES)  permit  developed  to  protect  aquatic 
life, human health, and wildlife from chronic chemical specific  toxicity  or 
aquatic life from chronic whole effluent toxicity.
  (f)  "National pollutant discharge  elimination  system  (NPDES)"  means  a 
permit issued by the department to a discharger pursuant to sections 3106 and 
3112 of 1994 PA 451, MCL 324.3106 and 324.3112.   
  (g)   "New  discharge"  means  any  building,   structure,   facility,   or 
installation from which there is or may be a discharge of toxic substances to 
the surface waters of the state, the construction of  which  commenced  after 
July 29, 1997.
  (h)  "Nonpoint source" means a source of a toxic substance to  the  surface 
waters of the state other than a source defined as a point source.
  (i)  "Permittee" means the individual or facility that is issued  an  NPDES 
permit.
  (j)  "Point source" means a discharge  that  is  released  to  the  surface 
waters of the state by a  discernible,  confined,  and  discrete  conveyance, 
including any of the following from which wastewater is or may be discharged:
  (i)  A pipe.
  (ii)  A ditch.
  (iii)  A channel.
  (iv)  A tunnel.
  (v)  A conduit.
  (vi)  A well.
  (vii)  A discrete fissure.
  (viii)  A container.
  (ix)  A concentrated animal feeding operation.
  (x)  A boat or other watercraft.
  (k)  "Pollution prevention" means eliminating  or  minimizing  the  initial 
generation of waste at the source or utilizing environmentally sound  on-site 
and off-site reuse or recycling.  Waste treatment, release,  or  disposal  is 
not considered pollution prevention.
  (l)  "Quantification level" means the measurement of the concentration of a 
contaminant obtained by using a specified laboratory procedure calculated  at 
a specified concentration above the detection level.  It  is  considered  the 
lowest concentration at which a particular contaminant can be  quantitatively 
measured using  a  specified  laboratory  procedure  for  monitoring  of  the 
contaminant.
  (m)  "Raw water" means the surface waters of the state before any treatment.
  (n)  "Receiving water" means the surface waters of the state into which  an 
effluent is or may be discharged.
  (o)  "Same body of water" means that, for  purposes  of  evaluating  intake 
toxic substances consistent with R 323.1211,  the  department  will  consider 
intake toxic substances to be from the same body of water if  the  department 
finds that the intake toxic substance would have reached the vicinity of  the 
outfall point in the receiving water within a reasonable period  had  it  not 
been removed by the permittee and there is a direct  hydrological  connection 
between the intake and the discharge points.  Notwithstanding the  provisions 
of this subdivision, an intake toxic substance shall be considered to be from 
the same body of water if the permittee's intake point is located on a  Great 
Lake and the outfall point is in close proximity to the intake point  and  is 
located on a tributary of that Great Lake.  In this situation, the background 
concentration of the toxic substance in the receiving water shall be  similar 
to or greater than that in the intake water and a  difference  in  any  water 
quality characteristic between the  intake  and  receiving  water  shall  not 
result in an adverse impact on the receiving water.  Groundwater  sources  of 
intake water can also be considered the same body of water  if  both  of  the 
following conditions are met:
  (i)  The groundwater vents  to  the  same  surface  water  body  where  the 
discharge is located.
  (ii)  The concentration of the intake toxic substance  in  the  groundwater 
source is similar to the background groundwater concentration which exists at 
or regionally proximate to the groundwater source that is not attributable to 
any release at or regionally proximate  to  the  source.   Release  shall  be 
defined consistent with the September, 1996, revisions to  section  324.20101 
of  1994  PA  451,  MCL  324.20101.   Where  a  release  has  influenced  the 
concentration of the toxic substance in the groundwater source, a  same  body 
of water determination shall be made by  the  department  on  a  case-by-case 
basis.   For  purposes  of  this  paragraph,   the   background   groundwater 
concentration of the intake toxic substance shall be established at the  time 
of permit issuance, reissuance, or modification based on  data  available  to 
the  department  or  data  provided  by  the  permittee  from  at   least   1 
representative location.
  (p)  "Surface waters of the state" means all of the following, but does not 
include drainage ways  and  ponds  used  solely  for  wastewater  conveyance, 
treatment, or control:
  (i)  The Great Lakes and their connecting waters.
  (ii)  All inland lakes.
  (iii)  Rivers.
  (iv)  Streams.
  (v)  Impoundments.
  (vi)  Open drains.
  (vii)  Wetlands.
  (viii)  Other surface bodies of water within the confines of the state. 
  (q)  "Tier I value" means a  value  for  aquatic  life,  human  health,  or 
wildlife calculated under R 323.1057 using a tier I toxicity data base.
  (r)  "Tier II value" means  a  value  for  aquatic  life  or  human  health 
calculated under 
R 323.1057 using a tier II toxicity data base.
  (s)  "Toxicity equivalency factor (TEF)" means a reasonable estimate of the 
toxicity associated with  a  mixture  of  chlorinated  dibenzo-p-dioxins  and 
chlorinated    dibenzo-p-furans    relative    to     the     toxicity     of 
2,3,7,8-tetrachlorodibenzo-p-dioxin.
  (t)  "Toxicity reduction evaluation  (TRE)"  means  a  site-specific  study 
conducted in a stepwise process designed to identify the causative agents  of 
effluent  toxicity,  isolate  the   sources   of   toxicity,   evaluate   the 
effectiveness of toxicity control options, and then confirm the reduction  in 
effluent toxicity.
  (u)  "Toxic substance" means a substance, except for heat, that is  present 
in a sufficient concentration or quantity that is or may  become  harmful  to 
plant life, animal life, or designated uses.  These rules apply to all of the 
following toxic substances:
  (i)  The priority  pollutant  and  hazardous  chemicals  specified  in  the 
provisions of 40 C.F.R. §122.21, Appendix D  (1990),  which  are  adopted  by 
reference in R 323.1221.
  (ii)  The pollutants of initial focus specified in  the  provisions  of  40 
C.F.R. Part 132 (1995), water quality guidance for the  Great  Lakes  system, 
which are adopted by reference in 
R 323.1221.
  (iii)  The pollutants specified in table 1.
   (iv)  Any other toxic substances that the  department  determines  are  of 
concern at a specific site.
  (v)  "Translator" means a value used to predict the ratio of total or total 
recoverable metal to dissolved metal in a surface water of the state that  is 
then used to derive a total or total recoverable water quality-based effluent 
limit using dissolved aquatic life tier I or tier II values.
  (w)  "Venting groundwater" means groundwater that  is  entering  a  surface 
water of the state from a facility as defined in section  20101  of  1994  PA 
451, MCL 324.20101.
  (x)  "Wasteload allocation (WLA)" means the allocation  for  an  individual 
point source which is developed in  accordance  with  R  323.1209  and  which 
ensures that the level of water quality to be achieved by  the  point  source 
complies with all applicable water quality standards.
  (y)  "Water quality-based effluent limit (WQBEL)" means an  effluent  limit 
developed for an NPDES permit that  will  ensure  that  the  level  of  water 
quality to be achieved by the point source complies with all applicable water 
quality standards.
  (z)  "Water quality standards" means the Part 4.  Water  Quality  Standards 
developed under Part 31 of 1994 PA 451, MCL 324.3101 et seq.
  (aa)  "Water quality value" means a tier I or tier II aquatic life or human 
health value or tier I wildlife value developed under R 323.1057. 
  (bb)  "Wetland" means land characterized by the  presence  of  water  at  a 
frequency  and  duration  sufficient  to  support,  and  that  under   normal 
circumstances does support, wetland vegetation or aquatic life.
  (cc)  "Whole effluent toxicity" means the total toxic effect of an effluent 
measured directly with a toxicity test under R 323.1219.
  (dd)  "Wildlife value" means the maximum ambient water concentration  of  a 
substance  at  which  adverse  effects  are   not   likely   to   result   in 
population-level impacts to mammalian and  avian  wildlife  populations  from 
lifetime exposure through drinking water and aquatic food supply,  using  the 
methodology specified in R 323.1057(3).
 
Table 1. 
1-chloro-4-phenoxybenzene
1,1,1,2-tetrachloroethane
1,2-epoxybutane
1,2,3-trichlorobenzene
1,2:3,4-diepoxybutane
1,2,3,5-tetrachlorobenzene
1,3-butadiene
1,3-propane sultone
1,4-dioxane
1,5-naphthalenediamine
2-acetylaminofluorene
2-aminoanthraquinone
2-methyl-1-nitroanthraquinone
2-naphthylamine
2-nitropropane
2,4-diaminoanisole sulfate
2,4-diaminotoluene
2,3,4,5-tetrachlorophenol
2,3,4,6-tetrachlorophenol
2,3,5,6-tetrachlorophenol
2,4,5-trichlorophenol
2,4,5-trichlorotoluene
2,4,5-trimethylaniline
3-amino-9-ethylcarbazole
3-amino-9-ethylcarbazole hydrochloride
3-(chloromethyl)pyridine hydrochloride
4-aminobiphenyl
4-chloro-m-phenylenediamine
4-chloro-o-phenylenediamine
4-dimethylaminoazobenzene
4,4'-diaminodiphenyl ether
4,4'-methylenebis (2-methylaniline)
4,4'-methylenebis(N,N-dimethyl) benzenamine
4,4'-thiodianiline
5-chloro-o-toluidine
5-nitro-o-anisidine
5-nitroacenaphthene
Abietic ccid
Acetone cyanohydrin
Actinomycin D
Aflatoxins
Aldicarb
Aminoazobenzene
Amitrole
Anilazine
Aniline hydrochloride
Antimycin A
1-amino-2-methylanthraquinone Aramite
Azinphos-ethyl
Azinphos-methyl
Azobenzene
Barban
Bendiocarb
Benomyl
Bis(chloromethyl)ether
Bromomethane
Bromoxynil
Butylbutanol nitrosamine
Captafol
Carbophenothion
Chloramines
Chlordecone
Chlorfenvinphos
Chlorinated dibenzofurans
Chlorobenzilate
Chloromethane
Chloroprene
Clonitralid
Crotoxyphos
Cupferron
Cycasin
Cycloheximide
Cyclophosphamide
Dehydroabietic acid
Demeton
Diallate
Dibromochloropropane (DBCP)
Dichrotophos
Diethylhexyl phthalate
Diethylstilbestrol
Dihydrosafrole
Dimethoate
Dimethyl disulphide
Dimethyl sulfate
Dimethylhydrazines
Dinocap
Dinoseb
Dioxathion
Diphenyl ether
EPN
Ethyl chloride
Ethylene oxide
Ethylene thiourea
Ethyleneimine
Ethylmethanesulfonate
Fensulfothion
Fluchloralin
Furathiazole
Hexachlorocyclohexane
Hexamethylphosphoramide
Hydrazine
Hydrazobenzene
Hydrogen sulfide
Hydroquinone
Isonicotinic acid hydrazine
Kanechlor C
Ketene
Lactonitrile
Lasiocarpine
Leptophos
Malachite green
Mestranol
Methacrylonitrile
Methomyl
Methyl chloroform
Methyl hydrazine
Methylenebis(2-chloroaniline)
Methylthiouracil
Mitomycin C
Monocrotaline
Monocrotophos
Mustard gas
N-(2-hydroxyethyl) ethyleneimine
N-methyl formamide
N,N'-diethylthiourea
N-nitroso-di-N-butylamine
N-nitroso-N-ethylurea
N-nitroso-N-methylurea
N-nitrosodiethylamine
N-nitrosomethylvinylamine
N-nitrosomorpholine
N-nitrososarcosine
Neoabietic acid
Nifurthiazole
Niridazole
Nithiazide
Nitrofen
Nitrogen mustard
o-Aminoazotoluene
o-Anisidine
o-Anisidine hydrochloride
o-Phenylphenol 
o-Toluidine
o-Toluidine hydrochloride
Octachlorostyrene
Oxydemetonmethyl
p-Chlorophenol
p-Cresidine
p-Nitrosodiphenylamine
Paraquat
Pentachloronitrobenzene
Phenazopyridine hydrochloride
Phenesterin
Phenobarbitol
Phenytoin sodium
Phorate
Phosazetim
Phosmet
Phosphamidon
Piperonyl sulfoxide
Polybrominated biphenyls (PBB)
Polychlorinated naphthalenes
Propyleneimine
Propylthiouracil
Rotenone
Semicarbazide
Semicarbazide hydrochloride
Silvex
Sodium fluoroacetate
Sodium-o-phenylphenol
Sulfallate
Sulfotepp
TEPP
Terbufos
Tetrachloroguaiacol
Tetrachlorvinphos
Tetranitromethane
Thioacetamide
Thiourea
Thiram
Triaryl phosphate esters
Tributyltin (and salts and esters)
Trichlorfon
Trifluralin
Trimethylphosphate
Tris(2,3-dibromopropyl)phosphate
Uracil mustard
Urethane
Vinyl bromide
Ziram

  History:  1997 AACS; 2006 AACS.


R 323.1207 Total maximum daily loads.
  Rule 1207.   (1)   The  following  general  principles  are  applicable  to 
establishing total maximum daily loads (TMDLs) for toxic  substances  in  the 
surface waters of the state, with the exception of whole effluent toxicity:
  (a) TMDLs shall ensure attainment of applicable water quality standards for 
the toxic substances for which they are established and shall, at a  minimum, 
be developed in accordance with the  listing  and  priority  setting  process 
established in section 303(d) of the clean water act and 40 C.F.R.
§130.7.  Where water quality standards cannot be attained immediately,  TMDLs 
shall reflect reasonable assurances that  water  quality  standards  will  be 
attained in a reasonable period of time, with specific controls on individual 
sources being implemented in stages.  Determining the  reasonable  period  of 
time in which water quality  standards  will  be  met  is  a  case-  specific 
determination considering a number of factors, including all of the following 
factors:
  (i)   Receiving water characteristics.
  (ii)  Persistence, behavior, and ubiquity of toxic substance of concern.
  (iii) Type of remediation activities necessary.
  (iv)  Available regulatory and nonregulatory controls.
  (v)   Department requirements for attainment of water quality standards.
  (vi)  Technical and economic feasibility of attainment.
  (b) TMDLs shall include wasteload  allocations  (WLAs)  for  point  sources 
addressed by these rules and load allocations  (LAs)  for  nonpoint  sources, 
including background, such that the sum of the allocations plus  a  specified 
margin of safety (MOS) is not greater than the loading capacity of the  water 
for the toxic substance addressed by  the  TMDL.   TMDL  allocations  are  as 
follows:
  (i)   Nonpoint source LAs shall be based on all of the following factors:
  (A)   Existing toxic substance loadings if  changes  in  loadings  are  not 
reasonably anticipated to occur.
  (B)   Increases in toxic substance loadings that are reasonably anticipated 
tooccur.
  (C)   Anticipated decreases in toxic substance loadings  if  the  decreased 
loadings are technically feasible and are  reasonably  anticipated  to  occur 
within a reasonable time  period  as  a  result  of  implementation  of  best 
management practices  or  other  load  reduction  measures.   In  determining 
whether anticipated decreases in toxic  substance  loadings  are  technically 
feasible and can be expected to occur within a  reasonable  period  of  time, 
technical and institutional factors shall be considered.  These decisions are 
case-specific and shall reflect the particular TMDL under consideration.
  (ii)  The sum of the WLAs is the portion of the loading  capacity  that  is 
not assigned to an MOS or to nonpoint sources including background.
National pollutant discharge elimination system (NPDES) permits for the point 
sources shall include effluent limitations consistent with WLAs in TMDLs.
  (c)   If separate  TMDLs  are  prepared  for  different,  but  overlapping, 
segments of the same watershed and the separate TMDLs each include  WLAs  for 
the same toxic substances for 1 or more  of  the  same  point  sources,  then 
WQBELs for that toxic substance for the point  source  or  sources  shall  be 
consistent with the most stringent of the WLAs to ensure  attainment  of  all 
applicable water quality standards.
  (d)   Each TMDL shall include an MOS sufficient to  account  for  technical 
uncertainties in establishing the TMDL and shall describe the manner in which 
the MOS is determined and  incorporated  into  the  TMDL.   The  MOS  may  be 
provided by leaving a portion of the loading capacity unallocated or by using 
conservative modeling assumptions to establish WLAs and  LAs.   The  MOS  may 
also include reserved allocation for future growth.
  (e)   Where appropriate and where sufficient data or sediment criteria  are 
available, TMDLs shall prevent the accumulation of the toxic substance in the 
sediment to levels injurious to designated or existing uses and shall reflect 
contributions to the water column from the sediments.
  (f)   Where appropriate and where  sufficient  data  are  available,  TMDLs 
shall reflect loadings of toxic  substance  discharges  resulting  from  wet- 
weather events
  (g)   The representative background concentration of  toxic  substances  to 
develop TMDLs and  WLAs  calculated  in  the  absence  of  a  TMDL  shall  be 
established as follows:
  (i)   "Background" represents all toxic substance loadings as specified  by 
the following:
  (A)   Flow from upstream waters into the specified watershed,  water  body, 
or water body segment for which a TMDL or WLA in the absence  of  a  TMDL  is 
being developed.
  (B)   Enter the specified watershed, water  body,  or  water  body  segment 
through atmospheric deposition, chemical reaction,  or  sediment  release  or 
resuspension.
  (ii)  When determining what  available  data  are  acceptable  for  use  in 
calculating background,  the  department  shall  use  its  best  professional 
judgment,  including  consideration  of  the  sampling   location   and   the 
reliability of the  data  through  comparison,  in  part,  to  detection  and 
quantification levels.  When data  in  more  than  1  of  the  data  sets  or 
categories described in paragraph (iii)  of  this  subdivision  exists,  best 
professional judgment shall be used to select the data that  most  accurately 
reflects or estimates background concentrations.  Toxic substance degradation 
and transport information  may  be  considered  when  using  toxic  substance 
loading data to estimate a water column concentration.
  (iii) The representative background concentration for a toxic substance  in 
the  specified  watershed,  water  body,  or  water  body  segment  shall  be 
established as the geometric mean of acceptable water column  data  or  water 
column concentrations estimated through the use of  acceptable  or  projected 
toxic substance loading data.  When determining the  geometric  mean  of  the 
data for a toxic substance that includes values  both  above  and  below  the 
detection level, values less than the detection level shall be assumed to  be 
present at 1/2 of the detection level if the detection level is less than the 
lowest water quality value for that substance. If all of the acceptable  data 
in a data set are below the detection level for a toxic substance,  then  all 
the data for the toxic substance in that data set  shall  be  assumed  to  be 
zero. If the detection level of the available data is greater than the lowest 
water quality value for the substance, then the background concentration will 
be determined by the department on a case-by-case basis  after  considerating 
all representative data, including acceptable fish tissue data.
  (h)   If the margin of safety does not include a reserved allocation,  then 
any increased loadings  of  the  toxic  substance  for  which  the  TMDL  was 
developed that are due to a new or expanded discharge shall  not  be  allowed 
unless the TMDL is revised in accordance with these procedures to include  an 
allocation for the new or expanded discharge.
  (2)   If the department develops an  alternative  type  of  assessment  and 
remediation plan  that  meets  the  requirements  of  this  rule  and  public 
participation requirements applicable  to  TMDLs,  then  the  assessment  and 
remediation plan  may  be  used  instead  of  a  TMDL.   The  assessment  and 
remediation plans may include  lakewide  management  plans,  remedial  action 
plans for  the  areas  of  concern  designated  by  the  international  joint 
commission, and state water quality management plans.  Also, any part  of  an 
assessment and remediation plan that satisfies 1 or more  requirements  under 
section 303(d) of the clean water act  or  implementing  regulations  may  be 
incorporated by  reference  into  a  TMDL  as  appropriate.   Assessment  and 
remediation plans under this subrule shall be tailored to the level of detail 
and magnitude for the watershed and toxic substance being assessed.
  (3)   Design flows for establishing TMDLs in lotic waters are  given  in  R 
323.1090.
  (4)   If a TMDL has been established for a water body receiving the  direct 
discharge of point sources, then the chronic WLA for each point source  shall 
equal a fraction of the loading  capacity  assigned  to  point  sources  that 
discharge to the water body, but shall not be greater than  the  chronic  WLA 
established by the  procedures  in  R  323.1209,  unless  the  TMDL  reflects 
anticipated decreases in nonpoint source loadings through a  phased  approach 
to water quality standards attainment.  Acute WLAs shall  be  established  in 
accordance with R 323.1209.
  (5)   It is not necessary to establish a TMDL for all waters  that  may  be 
affected by a point source or nonpoint source before establishing a WLA or LA 
for the respective sources
  (6)   TMDLs and WLAs in the absence  of  a  TMDL  shall  be  based  on  the 
assumption that environmental fate or other physical, chemical, or biological 
factors do not affect the concentration of the toxic substances in the  water 
column, unless both of the following occur:
  (a)   Scientifically valid field  studies  or  other  relevant  information 
demonstrate that degradation of the toxic  substance  is  expected  to  occur 
during typical environmental conditions expected to be encountered.
  (b)   Scientifically valid field studies or other information address other 
factors that affect  the  level  of  toxic  substance  in  the  water  column 
including:
  (i)   Sediment release or resuspension.
  (ii)  Chemical speciation.
  (iii) Biological and chemical transformation.

  History:  1997 AACS. 


R 323.1209 In PDF Format R 323.1209 Development of wasteload allocations for toxic substances.

R 323.1211 In PDF Format R 323.1211 Reasonable potential for chemical-specific water quality-based effluent limits (WQBELs).

R 323.1213 WQBELs less than quantification level. Rule 1213. (1) If a water quality-based effluent limit (WQBEL) for a toxic substance is calculated to be less than the quantification level, then all of the following provisions apply: (a) The department shall designate, in the national pollutant discharge elimination system (NPDES) permit, the WQBEL as calculated. (b) The permit shall state, for the purpose of compliance assessment, the analytical method to be used to monitor the amount of toxic substance in the effluent and the quantification level. The analytical method specified shall be the most sensitive, applicable, analytical method specified in or approved under the pollutant testing regulations set forth in 40 C.F.R. §136 (2000), which are adopted by reference in R 323.1221, or other appropriate method that provides confirmation and verification acceptable to the department if one is not available under 40 C.F.R. §136 (2000). The permit shall also state that if an effluent sample is less than the quantification level, then the permittee shall be considered in compliance for the period that the sample represents if the pollutant minimization program (PMP) described in subdivision (d) of this subrule is being fully performed. (c) The quantification level shall be the minimum level (ML) specified in, or approved under, 40 C.F.R. §136 (2000), which are adopted by reference in R 323.1221, for the method for that toxic substance. If such ML does not exists, or if the method is not specified or approved under 40 C.F.R. §136 (2000), then the quantification level shall be the lowest quantifiable level practicable as established by procedures approved by the department. When establishing a quantification level, the department shall consider the achievability of the value by competent commercial laboratories. The permittee shall be given the opportunity to demonstrate that a higher quantification level is appropriate because of sample matrix interference. (d) The permit shall contain a special condition requiring the permittee to develop and conduct a PMP for each toxic substance with a WQBEL below the quantification level, unless the permittee can demonstrate to the department that an alternate technique is available and will be used to assess compliance with the WQBEL. The goal of the PMP shall be to maintain the effluent concentration of the toxic substance at or below the WQBEL. The department shall consider cost-effectiveness during the development and implementation of a PMP. The permit shall require the submittal of a PMP by the permittee that describes the control strategy designed to proceed toward achievement of the goal and shall include all of the following: (i) An annual review and semiannual monitoring of potential sources of the toxic substance. (ii) Quarterly monitoring for the toxic substance in the influent to the wastewater treatment system. (iii) A commitment by the permittee that reasonable cost-effective control measures will be implemented when sources of the toxic substance are discovered. Factors to be considered shall include all of the following: (A) Significance of sources. (B) Economic considerations. (C) Technical and treatability considerations. (iv) An annual status report. The report shall be sent to the department and shall include all of the following: (A) All minimization program monitoring results for the previous year. (B) A list of potential sources of the toxic substance. (C) A summary of all actions taken to reduce or eliminate the identified sources of the toxic substance. The requirements of paragraphs (i) to (iv) of this subdivision may be modified by the department on a case-by-case basis. (e) The permit may contain a special condition requiring fish tissue monitoring or other biouptake sampling, or both, or facility sludge monitoring to assess the progress of the PMP. (f) The permit shall contain a reopener clause indicating that any information generated as a result of the PMP described in subdivision (d) of this subrule may be used to support a request for subsequent permit modification, including revision or removal of the PMP requirement. (g) The quantification level specified in a NPDES permit pursuant to this rule shall remain in effect until the permit is modified or reissued. If the quantification level is reduced through a permit modification or reissuance, then the permittee may be eligible for a compliance schedule under R 323.1217 and a variance under R 323.1103. History: 1997 AACS; 2006 AACS. R 323.1215 Special conditions for bioaccumulative chemicals of concern (BCCs). Rule 1215. Conditions shall be established in national pollutant discharge elimination system (NPDES) permits that require the permittee to monitor for BCCs expected to be present in the discharge as a result of operations at the facility. The permit shall also contain a provision, consistent with R 323.1098, that prohibits the permittee from undertaking any action that would result in a lowering of water quality from an increased loading of a BCC unless an increased use request, including an antidegradation demonstration, has been submitted and approved by the department. The permit shall also require that the department be notified within 10 days of the permittee becoming aware that a lowering of water quality from an increased loading of a BCC has occurred. History: 1997 AACS. R 323.1217 Compliance schedules. Rule 1217. (1) If a permit issued to a new discharger contains a water quality-based effluent limitation (WQBEL) for a toxic substance, then the permittee shall comply with the limitation upon commencement of the discharge. Compliance schedules may be granted for new or more stringent WQBELs contained in a modification to the permit or subsequently issued permits. (2) Any existing permit that is reissued or modified to contain a new or more restrictive WQBEL for a toxic substance or a lower quantification level established under R 323.1213 may allow a reasonable period of time, up to 5 years from the date of permit issuance or modification, for the permittee to comply with the new or more restrictive WQBEL or lower quantification level. When a compliance schedule goes beyond the term of a permit, an interim permit limit shall become effective on or before the permit expiration date. (3) If a permit establishes a schedule of compliance under subrule (2) of this rule that exceeds 1 year from the date of permit issuance or modification, then the schedule shall set forth interim requirements and dates for achievement of the requirements, as appropriate. (4) If a WQBEL for a toxic substance based upon a tier II value derived under R 323.1057 is included in a reissued or modified permit for an existing discharger, then the permit shall provide a reasonable period of time, up to 2 years, in which to provide additional data necessary to develop a tier I value or to modify the tier II value. Information submitted to modify the tier II value may also include site-specific data and any such site-specific modifications shall be calculated according to the site-specific modification requirements of R 323.1057. The permit shall require compliance with the tier II limitation within a reasonable period of time, which shall not be more than 5 years after permit issuance or modification, and shall contain a reopener clause. (5) The reopener clause specified in subrule (4) of this rule shall authorize permit modifications if additional data have been provided by the permittee or a third party during the time allowed to provide the data and if the permittee or a third party demonstrates that a revised WQBEL for a toxic substance is appropriate. The revised WQBEL shall be incorporated through a permit modification and a reasonable time period, up to 5 years from the date of modification, shall be allowed for compliance. If incorporated before the compliance date of the original tier II limitation, any such revised WQBEL shall not be considered less stringent for purposes of the antibacksliding provisions of section 402(o) of the clean water act (CWA). (6) If the specified studies have been completed and do not demonstrate that a revised WQBEL is appropriate, then the department shall provide a reasonable additional period of time, not to exceed 5 years, to achieve compliance with the original WQBEL. (7) If future studies other than those conducted under subrule (4) of this rule result in a water quality value being changed to a less stringent value, after the effective date of a WQBEL for that substance, the existing WQBEL may be revised to be less stringent if 1 of the following provisions is met: (a) The less stringent WQBEL complies with sections 402(o)(2) and (3) of the clean water act. (b) The less stringent WQBEL complies with water quality standards or is consistent with a department-approved total maximum daily load in nonattainment waters. (c) The less stringent WQBEL complies with R 323.1098 in attained waters. History: 1997 AACS; 2006 AACS.

R 323.1219 In PDF Format R 323.1219 Whole effluent toxicity.

R 323.1221 Adoption of standards by reference. Rule 1221. All of the following standards are adopted by reference in these rules, are available for inspection at the Lansing Office of the Department of Environmental Quality, and may be obtained as indicated: (a) "EPA Priority Pollutants and Hazardous Substances," 40 C.F.R. §122.21, Appendix D (2000). Copies may be obtained from the Department of Environmental Quality, 525 West Allegan Street, Lansing, Michigan 48933, at a cost as of the time of adoption of these rules of 5 cents per page and a labor rate of $20.18 per hour, or from the Superintendent of Documents, Government Printing Office, Washington, DC 20402, at a cost as of the time of adoption of these rules of $43.00, or via the internet at http://www.access.gpo.gov/nara. (b) "Table 6. Pollutants of Initial Focus in the Great Lakes Water Quality Initiative," 40 C.F.R. §132 (1995). Copies may be obtained from the Department of Environmental Quality, 525 West Allegan Street, Lansing, Michigan 48933, at a cost as of the time of adoption of these rules of 5 cents per page and a labor rate of $20.18 per hour, or from the Superintendent of Documents, Government Printing Office, Washington, DC 20402, at a cost as of the time of adoption of these rules of $43.00, or via the internet at http://www.access.gpo.gov/nara. (c) "Total maximum daily loads (TMDL) and individual water quality-based effluent limitations," 40 C.F.R §130.7 (2000). Copies may be obtained from the Department of Environmental Quality, 525 West Allegan Street, Lansing, Michigan 48933, at a cost as of the time of adoption of these rules of 5 cents per page and a labor rate of $19.78 per hour, or from the Superintendent of Documents, Government Printing Office, Washington, DC 20402, at a cost as of the time of adoption of these rules of $43.00, or via the internet at http://www.access.gpo.gov/nara. (d) "Appendix F to Part 132 - Great Lakes Water Quality Initiative Implementation Procedures, Procedure 5.B.2," 40 C.F.R. §132 (1995). Copies may be obtained from the Department of Environmental Quality, 525 West Allegan Street, Lansing, Michigan 48933, at a cost as of the time of adoption of these rules of 5 cents per page and a labor rate of $20.18 per hour, or from the Superintendent of Documents, Government Printing Office, Washington, DC 20402, at a cost as of the time of adoption of these rules of $43.00, or via the internet at http://www.access.gpo.gov/nara. (e) "Guidelines Establishing Test Procedures for Analysis of Pollutants," 40 C.F.R. §136 et seq. (2000). Copies may be obtained from the Department of Environmental Quality, 525 West Allegan Street, Lansing, Michigan 48933, at a cost as of the time of adoption of these rules of 5 cents per page and a labor rate of $20.18 per hour, or from the Superintendent of Documents, Government Printing Office, Washington, DC 20402, at a cost as of the time of adoption of these rules of $61.00, or via the internet at http://www.access.gpo.gov/nara. (f) "Establishing limitations, standards, and other permit conditions," 40 C.F.R §122.44(d)(1)(ii) (2000). Copies may be obtained from the Department of Environmental Quality, 525 West Allegan Street, Lansing, Michigan 48933, at a cost as of the time of adoption of these rules of 5 cents per page and a labor rate of $20.18 per hour, or from the Superintendent of Documents, Government Printing Office, Washington, DC 20402, at a cost as of the time of adoption of these rules of $43.00, or via the internet at http://www.access.gpo.gov/nara. History: 1997 AACS; 2006 AACS.

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