CHAPTER Env-Wq 1700 SURFACE
WATER QUALITY REGULATIONS
RSA
485-A:6, I, XI-c, XIV & XV and RSA 485-A:8, VI
Revision Note #1:
Document #7151, effective 12-10-99, readopted with
amendments and renumbered the former Chapter Env-Ws 430 as Env-Ws 1700,
containing Part Env-Ws 1701 through Part Env-Ws 1709. Document #7151 made extensive changes to the
wording, format, structure, and numbering of rules in the former Chapter Env-Ws
430. Document #7151 superseded all prior
filings for rules in the former Chapter Env-Ws 430. The prior filings for former Chapter Env-Ws
430 included the following documents:
#1881, eff 12-7-81
#2707, eff
5-15-84; EXPIRED 5-15-90
#4896, eff 8-3-90
#6301, INTERIM,
eff 8-2-96
#6351, eff 10-5-96
Revision Note #2:
Document
#9162, effective 5-21-08, readopted with amendments and renumbered former
Chapter Env-Ws 1700 as Chapter Env-Wq 1700.
Former Chapter Env-Ws 1700 contained Part Env-Ws 1701 through Part
Env-Ws 1709. The redesignation from
subtitle Env-Ws to subtitle Env-Wq was done pursuant to a rules reorganization
plan for Department rules approved by the Director of the Office of Legislative
Services on 9-7-05. Document #9162
replaced all prior filings for rules in the former Chapter Env-Ws 1700. The prior filings included the following
documents:
Former
Part Env-Ws 1701 through Part Env-Ws 1709:
#7151,
eff 12-10-99
#9034,
INTERIM, eff 12-10-07
Former
Part Env-Ws 1710 Emergency Water Transfer:
#7669,
EMERGENCY, eff 3-29-02, EXPIRED 9-25-02
REVISION
NOTE #3:
Document #12042, effective 12-1-16,
readopted with amendments Env-Wq 1700 and renumbered various rules in the
former Env-Wq 1700. A cross-reference
table of the prior rules compared to the rules in Document #12042 is in
Appendix B. Document #12042 replaces all
prior filings for rules in the former Chapter Env-Wq 1700. The prior filings for the former Chapter
Env-Wq 1700 since Document #9162 includes the following documents:
#9984, eff 8-23-11, affecting Env-Wq
1708.12
#10726, eff 11-22-14, affecting
Env-Wq 1701.03
The rules in the former Chapter Env-Wq 1700 which had
last been filed under Document #9162 did not expire on 5-21-16 since they were
extended pursuant to RSA 541-A:14-a until replaced by the rules in Document
#12042, effective 12-1-16.
PART
Env-Wq 1701 PURPOSE; APPLICABILITY;
COMPLIANCE SCHEDULES; VARIANCES
Env-Wq 1701.01 Purpose. The purpose of these rules is to establish
water quality standards for the state’s surface water uses as set forth in RSA
485-A:8, I, II-a, II, III, and V. These
standards are intended to protect public health and welfare, enhance the
quality of water and serve the purposes of the federal Clean Water Act, 33
U.S.C. 1251 et seq., and RSA 485-A. These standards provide for the protection
and propagation of fish, shellfish, and wildlife, and provide for such uses as
recreational activities in and on the surface waters, public water supplies,
agricultural and industrial uses, and navigation in accord with RSA 485-A:8, I
and II.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1701.02 Applicability. These rules shall apply to:
(a) All surface waters except:
(1) Artificial bodies of water for management of
stormwater provided they are legally designed and constructed in accordance
with all applicable permits and other legal requirements;
(2) Bodies of water that are exempt from
permitting pursuant to RSA 482-A:3, IV(b); and
(3) Wastewater facilities designed and constructed
to convey or treat sewage or waste, as defined in RSA 485-A:2, X and RSA
485-A:2, XVI respectively, and permitted in accordance with RSA 485-A:13; and
(b) Any person who:
(1) Causes any point or nonpoint source discharge
to surface waters;
(2) Undertakes hydrologic modifications, such as
dam construction or water withdrawals; or
(3) Undertakes any other activity that affects the
beneficial uses or the water quality of surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1701.03 Compliance Schedules in NPDES
Permits.
(a) A national pollutant discharge elimination system
(NPDES) permit issued or renewed for a discharge to New Hampshire surface
waters, as defined herein, shall not specify a schedule leading to compliance
with New Hampshire or federal surface water quality standards, or both, unless:
(1) The permittee cannot comply with the permit
limits or other requirements immediately upon issuance of the permit; and
(2) The compliance schedule is provided to afford
the permittee adequate time to comply with one or more permit requirements or
limitations that are:
a. New;
b. Newly interpreted; or
c. Revised water quality standards that became
effective after issuance of the original discharge permit and after July 1,
1977.
(b) A compliance schedule established to meet any surface
water quality standard that applies to the New Hampshire waters receiving
the discharge shall:
(1) Include dates for specified tasks or
activities leading to compliance;
(2) Include interim effluent limits; and
(3) Require compliance at the earliest practicable
time.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1701.04 Water Quality Standards
Variances. Water quality standards
variances as defined in 40 CFR 131.3(o) shall be issued in accordance with 40
CFR § 131.14 and the commissioner’s rulemaking authority under RSA 485-A:6, I,
XI-c, XIV and XV and RSA 485-A:8, VI.
Source. #14203, eff
2-26-25
PART Env-Wq 1702 DEFINITIONS
Env-Wq 1702.01 “7Q10” means "7Q10" as defined in
RSA 485-A:2, XXIV, namely "the lowest average flow that occurs for 7
consecutive days on an annual basis with a recurrence interval of once in 10
years on average, expressed in terms of volume per time period.”
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1702.02 “Antidegradation” means a provision of the
water quality standards that maintains and protects existing water quality and
uses.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.03)
Env-Wq 1702.03 “Assimilative capacity” means the chemical,
physical, biological, and radiological alterations that can occur without
causing violations of applicable water quality criteria or impairing any
existing or designated uses.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.04)
Env-Wq 1702.04 “Benthic community” means the community of
plants and animals that live on, over, or in the substrate of the surface
water.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.05)
Env-Wq 1702.05 “Benthic deposit” means any sludge, sediment,
or other organic or inorganic accumulations on the bottom of the surface water.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.06)
Env-Wq 1702.06 “Best management practices” means those
practices that are determined, after problem assessment and examination of all
alternative practices and technological, economic, and institutional
considerations, to be the most effective practicable means of preventing or
reducing the amount of pollution, including hydrologic modification, generated
by point or nonpoint sources to a level compatible with water quality goals.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.07)
Env-Wq 1702.07 “Biological integrity” means
the ability of an aquatic ecosystem to support and maintain a balanced,
integrated, adaptive community of organisms having a species composition,
diversity, and functional organization comparable to that of similar
natural habitats of a region.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.08)
Env-Wq 1702.08 “Biota” means species of plants or animals
occurring in surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.09)
Env-Wq 1702.09 “Chronic toxicity” means an
adverse effect, such as reduced reproductive success or growth or poor survival
of sensitive life stages, that occurs as a result of prolonged exposure to a
toxic substance.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.10)
Env-Wq 1702.10 “Class A and B waters” means those surface
waters that are legislatively classified as Class A or B waters pursuant to RSA
485-A:8, I, II, and III.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.11)
Env-Wq 1702.11 “Clean Water Act (CWA)” means
the federal Clean Water Act, Pub. L. 92-500, as amended by Pub. L. 95-217, Pub.
L. 95-576, Pub. L. 96-483, Pub. L. 97-117, Pub. L. 100-4, and 33 U.S.C. 1251 et seq.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.12)
Env-Wq 1702.12 “Community” means one or more
populations co-occurring in surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.13)
Env-Wq 1702.13 “Criterion” means:
(a) A designated concentration of a pollutant;
(b) A narrative statement concerning that pollutant that
when not exceeded, will protect an organism, a population, a community, or a
prescribed water use; or
(c) A numeric value or narrative statement related to other
characteristics of the surface waters, such as flow and biological community
integrity.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.14)
Env-Wq 1702.14 “Cultural eutrophication” means the
human-induced addition of wastes that contain nutrients to surface waters,
resulting in excessive plant growth or a decrease in dissolved oxygen, or both.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.15)
Env-Wq 1702.15 “Department” means the department of
environmental services.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.16)
Env-Wq 1702.16 “Designated uses” means those uses specified
in water quality standards for each waterbody or segment whether or not such
uses are presently occurring. The term
includes the following:
(a) “Swimming and other recreation in and on the water”,
meaning the surface water is suitable for swimming, wading, boating of all
types, fishing, surfing, and similar activities;
(b) “Fish consumption”, meaning the surface water can
support a population of fish free from toxicants and pathogens that could pose
a human health risk to consumers;
(c) “Shellfish consumption”, meaning the tidal surface water
can support a population of shellfish free from toxicants and pathogens that
could pose a human health risk to consumers;
(d) “Aquatic life integrity”, meaning the surface water can
support aquatic life, including a balanced, integrated, and adaptive community
of organisms having a species composition, diversity, and functional
organization comparable to that of similar natural habitats of the region;
(e) “Wildlife”, meaning the surface water can provide
habitat capable of supporting any life stage or activity of undomesticated
fauna on a regular or periodic basis; and
(f) “Potential drinking water supply”, meaning the surface
water could be suitable for human intake and meet state and federal drinking
water requirements after adequate treatment.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.17)
Env-Wq 1702.17 “Discharge” means:
(a) Additions, introductions, leakage, spillage,
emissions, or flow to surface waters, either directly, or indirectly through
the groundwater, whether done intentionally, unintentionally, negligently, or
otherwise; or
(b) The placing of a pollutant in a location
where the pollutant is likely to enter surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.18)
Env-Wq 1702.18 “Dissolved oxygen” means the oxygen dissolved
as a gas in sewage, water, or other liquid expressed in milligrams per liter
(mg/L), parts per million (ppm), or percent saturation.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.19)
Env-Wq 1702.19 “Effluent limitation(s)” means any
restriction(s) imposed by the department pursuant to RSA 485-A on quantities,
discharge rates, characteristics, or concentrations of pollutants, or any
combination thereof, that are allowed to be discharged to surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.20)
Env-Wq 1702.20 “Epilimnion” means the upper, well-circulated
warm layer of a thermally stratified lake, pond, impoundment, or reservoir.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.21)
Env-Wq 1702.21 “Existing uses” means those uses, other than
assimilation or waste transport, that actually occurred in the waterbody on or
after November 28, 1975, whether or not they are included in the water quality
standards.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.22)
Env-Wq 1702.22 “High quality waters” means any surface water
whose water quality is better than required by any aquatic life or human
health water quality criteria contained in these rules or other criteria
assigned to the surface water, or whose qualities and characteristics make the
surface water critical to the propagation or survival of important living
natural resources.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.23)
Env-Wq 1702.23 “Industrial waste” means “industrial waste”
as defined in RSA 485-A:2, VI, as reprinted in Appendix C.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.24)
Env-Wq 1702.24 “Maintain and protect” means to preserve the
existing and designated uses of surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.25)
Env-Wq 1702.25 “Mixing zone” means a defined area or volume
of the surface water surrounding or adjacent to a discharge where the surface
water, as a result of the discharge, might not meet all applicable water
quality standards.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.26)
Env-Wq 1702.26 “Most sensitive use” means the use that is
most susceptible to degradation by a specific pollutant, combination of pollutants, or activity, such as drinking, swimming, boating, fish
and aquatic life propagation, fish consumption by higher level consumers
including humans, or irrigation.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.27)
Env-Wq 1702.27 “Naturally-occurring conditions” means
conditions that exist in the absence of human influences.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.28)
Env-Wq 1702.28 “Nephelometric turbidity unit (NTU)” means a
standard used to measure the optical property that causes light to be scattered
and absorbed rather than transmitted in straight lines through water, as
measured by a nephelometer.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.29)
Env-Wq 1702.29 “Noncontact cooling water” means water used
for cooling that does not come into direct contact with any raw material,
intermediate product, waste product, or finished product and to which no
pollutants, other than heat, have been added.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.30)
Env-Wq 1702.30 “Nonpoint source” means any source other than
a point source.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.31)
Env-Wq 1702.31 “No observed effect concentration (NOEC)”
means the highest measured continuous concentration, in percent, of an effluent
at which no adverse effects are observed on the aquatic test organisms.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.32)
Env-Wq 1702.32 “Nuisance species” means any species of flora
or fauna living in or near the water whose noxious characteristics or presence in sufficient number or mass prevent
or interfere with a designated use of those surface waters.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.33)
Env-Wq 1702.33 “Other wastes” means “other wastes” as
defined in RSA 485-A:2, VIII, as reprinted in Appendix C.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.34)
Env-Wq 1702.34 “Outstanding resource water (ORW)” means
surface waters of exceptional recreational or ecological significance.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.35)
Env-Wq 1702.35 “pH” means a measure of the hydrogen ion
concentration in a solution, expressed as the logarithm to the base 10, of the
reciprocal of the hydrogen ion concentration in gram moles per liter.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.36)
Env-Wq 1702.36 “Point source” means a discernible, confined,
and discrete conveyance from which pollutants are or might be discharged, excluding return flows from irrigated agriculture
or agricultural stormwater runoff. The
term includes, but is not limited to, a pipe, ditch, channel, tunnel, conduit,
well, discrete fissure, container, rolling stock, concentrated animal feeding
operation, or vessel or other floating craft.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.37)
Env-Wq 1702.37 “Pollutant” means “pollutant” as defined in
40 CFR 122.2, as reprinted in Appendix D.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.38)
Env-Wq 1702.38 “Pollution” means the man-made or man-induced
alteration of the chemical, physical, biological, or radiological integrity of water.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.39)
Env-Wq 1702.39 “Population” means a group of individuals of
one biological species co-occurring in time and space.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.40)
Env-Wq 1702.40 “Radionuclide” means a radioactive atomic
nucleus specified by its atomic number, atomic mass, and energy state.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.42)
Env-Wq 1702.41 “Sewage” means “sewage” as defined in RSA
485-A:2, X, as reprinted in Appendix C.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.43)
Env-Wq 1702.42 “Surface waters” means “surface waters of the
state” as defined in RSA 485-A:2, XIV, as reprinted in Appendix C, and waters
of the United States as defined in 40 CFR 122.2.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.44)
Env-Wq 1702.43 “Tainting substance” means any material that can impart objectionable taste, odor,
or color to the flesh of fish or other edible aquatic organisms.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.45)
Env-Wq 1702.44 “Tidal waters” means those portions of the
Atlantic Ocean within the jurisdiction of the state, and all other surface
waters subject to the rise and fall of the tide.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.46)
Env-Wq 1702.45 “Toxic unit chronic (TUc)” means
the reciprocal of the effluent dilution that causes no unacceptable effect to
the test organisms by the end of the chronic exposure period, which can be
calculated by dividing 100 by the chronic NOEC value.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.48)
Env-Wq 1702.46 “Waste” means “waste” as defined in RSA
485-A:2, XVI, as reprinted in Appendix C.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.49)
Env-Wq 1702.47 “Wastewater facilities” means “wastewater
facilities” as defined in RSA 485-A:2, XIX, as reprinted in Appendix C, namely
“the structures, equipment, and processes required to collect, convey, and treat
domestic and industrial wastes, and dispose of the effluent and sludge.”
Source. #14203, eff
2-26-25
Env-Wq 1702.48 “Water quality standards” means the
combination of designated uses of surface waters, the water quality criteria
for such surface waters based upon such uses, and antidegradation requirements.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.50)
Env-Wq 1702.49 “Wetlands” means “wetlands” as defined in RSA
482-A:2, X, as reprinted in Appendix C.
Wetlands include, but are not limited to, swamps, marshes, bogs, and
similar areas as delineated in accordance with Env-Wt 100 et seq.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.51)
Env-Wq 1702.50 “Zone of passage” means an area bordering a
mixing zone that is free from pollutants and allows for unobstructed movement
of aquatic organisms.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1702.52)
PART Env-Wq 1703 WATER QUALITY STANDARDS
Env-Wq 1703.01 Water Use Classifications; Designated Uses.
(a) All surface waters shall be classified as provided in
RSA 485-A:8, based on the standards established therein for class A and class B
waters. Each classification shall
identify the most sensitive use it is intended to protect.
(b) All surface waters shall be restored to meet the water
quality criteria for their designated classification including existing and
designated uses, and to maintain the chemical, physical, and biological
integrity of surface waters.
(c) All surface waters shall provide, wherever attainable,
for the protection and propagation of fish, shellfish, and wildlife, and for
recreation in and on the surface waters.
(d) Unless alterations in water quantity, including but not
limited to flow rate, volume, area, or depth are caused by naturally-occurring
conditions, surface water quantity shall be maintained at levels that protect
existing uses and designated uses.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.02 Wetlands Criteria.
(a) Subject to (b), below, wetlands shall be subject to the
criteria listed in this part.
(b) Wherever the naturally-occurring conditions of the
wetlands are different from the criteria listed in these rules, the
naturally-occurring conditions shall be the applicable water quality criteria.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.03 General Water Quality Criteria.
(a) The presence of pollutants in the surface waters shall
not justify further introduction of pollutants from point or nonpoint sources,
alone or in any combination.
(b) Once classified, state surface waters shall retain their
legislated classification until such time as they are reclassified in
accordance with RSA 485-A:10, even if they fail to meet any or all of the
general, class-specific, or toxic criteria contained in this part.
(c) The following physical, chemical, and biological
criteria shall apply to all surface waters:
(1) All surface waters shall be free from
substances in kind or quantity that:
a. Settle to
form harmful benthic deposits;
b. Float as
foam, debris, scum, or other visible substances;
c. Produce
odor, color, taste, or turbidity that is not naturally occurring and would
render the surface water unsuitable for its designated uses;
d. Result in
the dominance of nuisance species; or
e. Interfere
with recreational activities;
(2) The level of radioactive materials in all
surface waters shall not be in concentrations or combinations that would:
a. Be harmful
to human, animal, or aquatic life or the most sensitive designated use;
b. Result in radionuclides in
aquatic life exceeding the recommended limits for consumption by humans; or
c. Exceed limits specified
in EPA’s national drinking water regulations or subtitle Env-Dw, whichever are
more stringent; and
(3) Tainting substances shall not be present in
concentrations that individually or in combination are detectable by taste and
odor tests performed on the edible portions of aquatic organisms.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.04 Class-Specific Criteria.
(a) In addition to the general water quality criteria
specified in Env-Wq 1703.03, the class-specific criteria specified in Env-Wq
1703.05 through Env-Wq 1703.33 shall apply to all surface waters.
(b) The surface waters in each classification shall satisfy
all criteria applicable to the lower classification(s).
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.05 Combined Sewer Overflows.
(a) An applicant for a surface water discharge permit under
RSA 485-A:13 who asserts that class B criteria cannot reasonably be met at all
times in the receiving water due to combined sewer overflows shall conduct a
use attainability analysis (UAA) in accordance with 40 CFR §131.10 and submit
the UAA to the department.
(b) If, after public notice and comment, the department
determines, based on the UAA and any public comments received, that the UAA
supports the establishment of less stringent criteria, the department shall
recommend a change in the classification of the waterbody to the legislature.
(c) Exceedances of class B criteria and uses due to combined
sewer overflows shall be limited to those identified in the long-term combined
sewer overflow plan developed in accordance with “EPA Combined Sewer Overflow
(CSO) Control Policy”, EPA 830-B-94-001, dated April, 1994, available as noted
in Appendix B, after full implementation of the control measures.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.06 Bacteria.
(a) Uses and criteria associated with bacteria shall be as
set forth in RSA 485-A:8, I, II, and V, as summarized in Appendix E.
(b) Subject to (d), below, the bacteria criteria shall be
applied at the end of a wastewater facility’s discharge pipe.
(c) Tidal waters shall meet the national shellfish
sanitation program, guide for the control of molluscan shellfish within the
shellfish beds as specified in RSA 485-A:8, V.
(d) For any combined sewer overflow that discharges into
non-tidal surface waters, a bacteria criteria of 1,000 Escherichia coli per 100
milliliters shall apply at the end of the combined sewer overflow’s discharge
pipe.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.07 Dissolved Oxygen.
(a) Class A waters shall have a dissolved oxygen content of
at least 75% saturation, based on a daily average, and an instantaneous minimum
of at least 6 mg/L at any place or time except as naturally occurs.
(b) Except as naturally occurs and subject to (c) through
(e), below, class B waters shall have a dissolved oxygen content of:
(1) At least 75% of saturation, based on a daily
average; and
(2) An instantaneous minimum dissolved oxygen
concentration of at least 5 mg/L.
(c) In areas identified by the New Hampshire fish and game
department (NHF&G) as cold water fish spawning areas of species whose early
life stages are buried in the gravel on the bed of the surface water, the 7 day
mean dissolved oxygen concentration shall be at least 9.5 mg/L and the
instantaneous minimum dissolved oxygen concentration shall be at least 8 mg/L
for the period from October 1 of one year to May 14 of the next year,
provided that the time period shall be extended to June 30 for a specific
discharge to a specific waterbody if modeling done in consultation with the
NHF&G determines the extended period is necessary to protect spring
spawners or late hatches of fall spawners, or both.
(d) Unless naturally occurring or subject to (a), above,
surface waters within the top 25 percent of depth of thermally unstratified
lakes, ponds, impoundments, and reservoirs or within the epilimnion shall
contain a dissolved oxygen content of at least 75 percent saturation, based on
a daily average and an instantaneous minimum dissolved oxygen content of at
least 5 mg/L. Unless naturally occurring, the dissolved oxygen content below
those depths shall be consistent with that necessary to maintain and protect
existing and designated uses.
(e) As specified in RSA 485-A:8, III, waters in a temporary
partial use area established under RSA 485-A:8, II as a surface water that is
receiving a combined sewer overflow discharge shall contain not less than 5
parts per million of dissolved oxygen for the duration of the discharge and up
to 3 days following cessation of the discharge.
Source. (See Revision
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ss by #14203, eff 2-26-25
Env-Wq 1703.08 Benthic Deposits.
(a) Class A waters shall contain no benthic deposits, unless
naturally occurring.
(b)
Class B waters shall contain no benthic
deposits that have a detrimental impact on the benthic community, unless
naturally occurring.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.09 Oil and Grease.
(a) Class A waters shall contain no oil or grease, unless
naturally occurring.
(b) Class B waters shall contain no oil or grease in such
concentrations that would impair any existing or designated uses.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.10 Color.
(a) Class A waters shall contain no color, unless naturally
occurring.
(b) Class B waters shall contain no color in such
concentrations that would impair any existing or designated uses, unless
naturally occurring.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.11 Turbidity.
(a) Class A waters shall contain no turbidity, unless
naturally occurring.
(b) Class B waters shall not exceed naturally occurring
conditions by more than 10 NTUs.
(c) Turbidity in waters identified in RSA 485-A:8, III shall
comply with the applicable long-term combined sewer overflow plan prepared in
accordance with Env-Wq 1703.05(c).
(d) For purposes of state enforcement actions, if a
discharge causes or contributes to an increase in turbidity of 10 NTUs or more
above the turbidity of the receiving water upstream of the discharge or
otherwise outside of the visible discharge, a violation of the turbidity
standard shall be deemed to have occurred.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.12 Slicks, Odors, and Surface Floating Solids.
(a) Class A waters shall contain no slicks, odors, or
surface floating solids unless naturally occurring.
(b) Class B waters shall contain no slicks, odors, or
surface floating solids that would impair any existing or designated use,
unless naturally occurring.
(c) Slicks, odors, and surface floating solids in waters in
temporary partial use areas shall comply with the applicable long-term combined
sewer overflow plan prepared in accordance with Env-Wq 1703.05(c).
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.13 Temperature.
(a) There shall be no change in temperature in class A
waters, unless naturally occurring.
(b) Temperature in class B waters shall be as specified in
RSA 485-A:8, II and VIII.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.14 Nutrients.
(a) Class A waters shall contain no phosphorus or nitrogen
unless naturally occurring.
(b) Class B waters shall contain no phosphorus or nitrogen
in such concentrations that would impair any existing or designated uses,
unless naturally occurring.
(c) Existing discharges containing phosphorus or nitrogen,
or both, which encourage cultural eutrophication shall be treated to remove the
nutrient(s) to ensure attainment and maintenance of water quality standards.
(d) There shall be no new or increased discharge of
phosphorus into lakes or ponds.
(e) There shall be no new or increased discharge containing
phosphorus or nitrogen to tributaries of lakes or ponds that would contribute
to cultural eutrophication or growth of weeds or algae in such lakes and ponds.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.15 Radionuclide Contaminants. Waters within 20 miles
upstream of any active surface water intake for a public water system as
defined in RSA 485:1-a, XV shall not exceed the drinking water maximum
contaminant level (MCL) for radionuclides contaminants, as specified in Env-Dw
703.01.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16
New. #14203, eff 2-26-25
Env-Wq 1703.16 Beta Particle and Photon Radioactivity from
Man-Made Sources. Waters within 20 miles
upstream of any active surface water intake for a public water system as
defined in RSA 485:1-a, XV shall not exceed the annual dose equivalent for beta
particle and photon radioactivity, as specified in Env-Dw 703.03.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16
New. #14203, eff 2-26-25
Env-Wq 1703.17 Cyanotoxins.
(a) The recreational human health criteria to protect
swimming and other recreation in and on the water from excessive microcystin
and cylindrospermopsin toxins shall be as follows:
(1) Microcystin shall not exceed 8 μg/L in 3
or more 10-day periods during a calendar 12-month period; or
(2) Cylindrospermopsin shall not exceed 15
μg/L in 3 or more 10-day periods during a calendar
12-month period.
(b)
The values in (a)(1) and (2) shall be
concentrations not to be exceeded more than once in 5-years.
(c)
Other cyanotoxins shall be evaluated
based on known health risks and potential for cyanotoxin production and
accumulation.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16
New. #14203, eff 2-26-25
Env-Wq 1703.18 pH.
(a) The pH of class A waters shall be as naturally occurs.
(b) As specified in RSA 485-A:8, II, the pH of class B
waters shall be 6.5 to 8.0 unless due to natural causes.
(c) As specified in RSA 485-A:8, III, the pH of waters in
temporary partial use areas shall be 6.0 to 9.0 unless due to natural causes.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.19 Biological and Aquatic Community Integrity.
(a) All surface waters shall support and maintain a
balanced, integrated, and adaptive community of organisms having a species
composition, diversity, and functional organization comparable to that of
similar natural habitats of a region.
(b) Differences from naturally-occurring conditions shall be
limited to non-detrimental differences in community structure and function.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.20 Target Risk for Human Health
Criteria.
(a) Except as provided in (c) below, the department shall
use a target risk of one in 1,000,000 when determining human health
criteria.
(b) When establishing an alternative target risk the
department shall not allow more risk than allowed by one in 100,000.
(c)
The department shall use a target risk
of one in 100,000 when determining human health criteria for arsenic.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.21 Water Quality Criteria for Toxic
Substances.
(a) Unless naturally occurring or allowed under Env-Wq 1707,
all surface waters shall be free from toxic substances or chemical constituents
in concentrations or combinations that:
(1) Injure or are inimical to plants, animals,
humans, or aquatic life; or
(2) Persist in the environment or accumulate in
aquatic organisms to levels that result in harmful
concentrations in:
a. Edible portions of fish,
shellfish, or other aquatic life; or
b. Wildlife that might
consume aquatic life.
(b) Unless allowed under Env-Wq 1707 or naturally occurring,
concentrations of toxic substances in all surface waters shall not exceed the
recommended safe exposure levels of the most sensitive surface water use shown
in Table 1703-1, subject to the notes in Env-Wq 1703.22, as follows:
Table 1703-01: Water
Quality Criteria for Toxic Substances
|
Chemical Name |
Protection of Aquatic
Life Concentration in micrograms per liter (μg/L)v |
Protection of Human
Health Units per Liter |
|||||
|
Fresh Acute Criteria |
Fresh Chronic Criteria |
Marine Acute Criteria |
Marine Chronic Criteria |
Water & Fish Ingestion |
Fish Consumption Only |
||
|
83-32-9 |
Acenaphthene |
1,700 |
520 |
970 |
710 |
20 μg j |
20 μg j |
|
107-02-8 |
Acrolein |
3 |
3 |
55 |
-- |
3 μg |
400 μg |
|
107-13-1 |
Acrylonitrile |
7,550 |
2,600 |
-- |
-- |
0.061 μg c |
7 μg c |
|
15972-60-8 |
Alachlor (Lasso) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
116-06-3 |
Aldicarb (Temik) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
1646-87-3 |
Aldicarb sulfoxide |
-- |
-- |
-- |
-- |
Note l |
-- |
|
1646-88-4 |
Aldicarb
sulfone(aldoxycarb) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
309-00-2 |
Aldrin |
3.0 k |
-- |
1.3 k |
-- |
0.0007 ng c |
0.0007 ng c |
|
N/A |
Alkalinity |
-- |
20,000 u |
-- |
-- |
-- |
-- |
|
7429-90-5 |
Aluminum |
750 s |
87 s
|
-- |
-- |
-- |
-- |
|
7664-41-7 |
Ammonia a |
Note a |
Note a |
Note a |
Note a |
-- |
-- |
|
62-53-3 |
Aniline |
28 |
14 |
77 |
37 |
-- |
-- |
|
120-12-7 |
Anthracene |
(see Polynuclear
Aromatic Hydrocarbons) |
300 μg |
400 μg |
|||
|
7440-36-0 |
Antimony |
9,000 |
1,600 |
-- |
-- |
5.6 μg |
640 μg |
|
7440-38-2 |
Arsenic |
340 d, i |
150 d, i |
69 d, i |
36 d, i |
0.19/0.18 μg b,
c, w |
4.1/2.2 μg b,
c, w |
|
1332-21-4 |
Asbestos |
-- |
-- |
-- |
-- |
7,000,000 fibres c |
-- |
|
1912-24-9 |
Atrazine (Atranex,
Crisazine) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
7440-39-3 |
Barium |
-- |
-- |
-- |
-- |
1.0 mg |
-- |
|
71-43-2 |
Benzene |
5,300 |
-- |
5,100 |
700 |
2.1 μg c |
58 μg c |
|
92-87-5 |
Benzidine |
2,500 |
-- |
-- |
-- |
0.14 ng c |
11 ng c |
|
56-55-3 |
Benzo(a) Anthracene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.0012 μg c |
0.0013 μg c |
|||
|
50-32-8 |
Benzo(a) Pyrene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.00012 μg c |
0.00013 μg c |
|||
|
205-99-2 |
Benzo(b)
Fluoranthene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.0012 μg c |
0.0013 μg c |
|||
|
192-97-2 |
Benzo(e) Pyrene |
(see Polynuclear
Aromatic Hydrocarbons) |
-- |
-- |
|||
|
191-24-2 |
Benzo(g,h,i)
Perylene |
(see Polynuclear
Aromatic Hydrocarbons) |
-- |
-- |
|||
|
205-82-3 |
Benzo(j)
Fluoranthene |
(see Polynuclear
Aromatic Hydrocarbons) |
-- |
-- |
|||
|
207-08-9 |
Benzo(k)
Fluoranthene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.012 μg c |
0.013 μg c |
|||
|
7440-41-7 |
Beryllium |
130 |
5.3 |
-- |
-- |
Note l |
-- |
|
608-73-1 |
BHC
(Hexachloro-cyclohexane) |
100 ek |
-- |
0.34 ek |
-- |
(see individual
compounds) |
|
|
319-84-6 |
alpha-BHC |
(see BHC
(Hexachloro-cyclohexane)) |
0.36 ng c |
0.39 ng c |
|||
|
319-85-7 |
beta-BHC |
(see BHC
(Hexachloro-cyclohexane)) |
8 ng c |
14 ng c |
|||
|
319-86-8 |
delta-BHC |
(see BHC
(Hexachloro-cyclohexane)) |
0.0123 μg |
0.0414 μg |
|||
|
58-89-9 |
gamma-BHC (Lindane) |
0.95 |
0.08 k |
0.16 k |
-- |
4.2 μg l |
4.4 μg |
|
608-73-1 |
technical-BHC |
(see
Hexachlorocyclo-hexane-(Technical)) |
(see
Hexachlorocyclo-hexane-(Technical)) |
||||
|
111-91-1 |
Bis (2-Chloroethoxy)
methane |
(see Chloroalkyl
ethers) |
-- |
-- |
|||
|
111-44-4 |
Bis (2-Chloroethyl)
Ether |
(see Chloroalkyl
ethers) |
0.03 μg c |
2.2 μg c |
|||
|
108-60-1 |
Bis (2-Chloroiso-
propyl) ether |
(see Chloroalkyl
ethers) |
200 μg |
4,000 μg |
|||
|
117-81-7 |
Bis
(2-Ethylhexyl)Phthalate |
(see Phthalate
esters) |
0.32 μg c |
0.37 μg c |
|||
|
75-25-2 |
Bromoform |
(see Halomethanes) |
7 μg c |
120 μg c |
|||
|
101-55-3 |
4-Bromophenyl phenyl
ether |
(see Haloethers) |
-- |
-- |
|||
|
85-68-7 |
Butyl benzyl
phthalate |
(see Phthalate
esters) |
0.1 μgc |
0.1 μgc |
|||
|
7440-43-9 |
Cadmium i |
0.39 f, d |
0.21 f, d |
33 d |
7.9 d |
Note 1 |
-- |
|
63-25-2 |
Carbaryl |
2.1 |
2.1 |
1.6 |
-- |
-- |
-- |
|
1563-66-2 |
Carbofuran (Furadon,
4F) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
56-23-5 |
Carbon Tetrachloride |
35,200 |
-- |
50,000 |
-- |
0.4 μg c |
5 μg c |
|
57-74-9 |
Chlordane |
2.4 k |
0.0043 k |
0.09 k |
0.004 k |
0.31 ng c |
0.32 ng c |
|
N/A |
Chlorinated benzenes |
250 e |
50 e |
160 e |
129 e |
(see individual
compounds) |
|
|
108-90-7 |
Chlorobenzene |
(See Chlorinated
benzenes) |
20 μg j |
20 μg j |
|||
|
16887-00-6 |
Chlorides |
860,000 |
230,000 |
-- |
-- |
-- |
-- |
|
70776-03-3 |
Chlorinated
naphthalenes |
1,600e |
-- |
7.5e |
-- |
(see individual
compounds) |
|
|
7782-50-5 |
Chlorine |
19 |
11 |
13 |
7.5 |
Note 1 |
-- |
|
10049-04-4 |
Chlorine Dioxide, as
ClO2 |
-- |
-- |
-- |
-- |
Note l |
-- |
|
N/A |
Chloroalkyl ethers |
238,000e |
-- |
-- |
-- |
(see individual
compounds) |
|
|
10599-90-3 |
Chloramines, as Cl2 |
-- |
-- |
-- |
-- |
Note l |
-- |
|
111-44-4 |
Chloroethyl ether
(Bis-2) |
(see Bis
(2-Chloroethyl) Ether) |
(see Bis
(2-Chloroethyl) Ether) |
||||
|
110-75-8 |
Chloroethyl vinyl
ether-2 |
(see Chloroalkyl
ethers) |
-- |
-- |
|||
|
124-48-1 |
Chlorodibromomethane |
(see Halomethanes) |
0.8 μg c |
21 μg c |
|||
|
111-91-1 |
Chloroethoxy methane
(Bis-2) |
(see Bis
(2-Chloroethoxy) methane) |
(see Bis
(2-Chloroethoxy) methane) |
||||
|
67-66-3 |
Chloroform |
28,900 |
1,240 |
(see Halomethanes) |
60 μg c |
2,000 μg c |
|
|
108-60-1 |
Chloroisopropyl
ether (Bis-2) |
(see Bis (2-Chloroisopropyl)
ether) |
(see Bis
(2-Chloroisopropyl) ether) |
||||
|
59-50-7 |
p-Chloro-m-cresol |
(see
3-Methyl-4-chlorophenol) |
(see
3-Methyl-4-chlorophenol) |
||||
|
542-88-1 |
Chloromethyl ether
(Bis) |
(see Chloroalkyl
ethers) |
0.15 ng c |
17 ng c |
|||
|
91-58-7 |
Chloronaphthalene 2 |
(see Chlorinated
naphthalenes) |
800 μg |
1,000 μg |
|||
|
95-57-8 |
Chlorophenol 2 |
4,380 |
2,000 |
-- |
-- |
0.1 μg j |
0.1 μg j |
|
108-43-0 |
Chlorophenol 3 |
-- |
-- |
-- |
-- |
0.1 μg j |
0.1 μg j |
|
106-48-9 |
Chlorophenol 4 |
-- |
-- |
29,700 |
-- |
0.1 μg j |
0.1 μg j |
|
93-72-1 |
Chlorophenoxy
herbicides (2,4,5-TP) |
-- |
-- |
-- |
-- |
100 μg l |
400 μg |
|
94-75-7 |
Chlorophenoxy
herbicides (2,4-D) |
-- |
-- |
-- |
-- |
1,300 μg l |
12,000 μg |
|
7005-72-3 |
Chlorophenyl phenyl
ether 4 |
(see Haloethers) |
-- |
-- |
|||
|
2921-88-2 |
Chlorpyrifos |
0.083 |
0.041 |
0.011 |
0.0056 |
-- |
-- |
|
59-50-7 |
Chloro-4 Methyl-3
Phenol |
(see
3-Methyl-4-chlorophenol) |
(see
3-Methyl-4-chlorophenol) |
||||
|
18540-29-9 |
Chromium+6 |
16 d, i |
11 d, i |
1,100 d, i |
50 d, i |
Note l |
-- |
|
16065-83-1 |
Chromium+3 |
152 f, d,
i |
19.8 f, d ,i |
10300 |
-- |
Note l |
-- |
|
218-01-9 |
Chrysene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.12 μg c |
0.13 μg c |
|||
|
7440-50-8 |
Copper i |
2.9 f, d |
2.3 f, d |
4.8 d |
3.1 d |
1,000 μg j |
1,000 μg j |
|
57-12-5 |
Cyanide |
22m |
5.2m |
1.0m |
1.0m |
4 μg q |
400 μg q |
|
72-55-9 |
DDE(4,4') |
1050 |
-- |
14 |
-- |
0.018 ng c |
0.018 ng c |
|
72-54-8 |
DDD(4,4') |
0.6 |
-- |
3.6 |
-- |
0.12 ng c |
0.12 ng c |
|
50-29-3 |
DDT(4,4') |
1.1k, t |
0.001k, t |
0.13k, t |
0.001k, t |
0.03 ng c |
0.03 ng c |
|
75-99-0 |
Dalapon |
-- |
-- |
-- |
-- |
Note l |
-- |
|
8065-48-3 |
Demeton |
-- |
0.1 |
-- |
0.1 |
-- |
-- |
|
333-41-5 |
Diazinon |
0.17 |
0.17 |
0.82 |
0.82 |
-- |
-- |
|
53-70-3 |
Dibenzo(a,h)Anthracene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.12 ng c |
0.13 ngc |
|||
|
96-12-8 |
Dibromochloropropane
(DBCP) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
84-74-2 |
Dibutyl Phthalate |
(see Di-n-butyl
Phthalate) |
(see Di-n-butyl
Phthalate) |
||||
|
Dichlorobenzenes |
1,120e |
763e |
1,970e |
-- |
(see individual compounds) |
||
|
95-50-1 |
Dichlorobenzene(1,2) |
(see Dichlorobenzenes) |
1,000 μg l |
3,000 μg |
|||
|
541-73-1 |
Dichlorobenzene(1,3) |
(see Dichlorobenzenes) |
7 μg |
10 μg |
|||
|
106-46-7 |
Dichlorobenzene(1,4) |
(see Dichlorobenzenes) |
300 μg l |
900 μg |
|||
|
91-94-1 |
Dichlorobenzidine(3,3') |
-- |
-- |
-- |
-- |
0.049 μg c |
0.15 μg c |
|
75-27-4 |
Dichlorobromomethane |
(see Halomethanes) |
0.95 μg c |
27 μg c |
|||
|
75-71-8 |
Dichlorodifluoromethane |
(see Halomethanes) |
6.9 mg c |
570 mg c |
|||
|
107-06-2 |
Dichloroethane(1,2) |
118,000 |
20,000 |
113,000 |
-- |
9.9 μg c,
l |
650 μg c |
|
Dichloroethylenes |
11,600 e |
-- |
224,000 e |
-- |
(see individual compounds) |
||
|
75-35-4 |
Dichloroethylene(1,1) |
(see Dichloroethylenes) |
300 μg l |
20,000 μg |
|||
|
156-59-2 |
Dichloroethylene (1,2-cis) |
-- -- -- --(see Dichloroethylenes) |
Note l |
-- |
|||
|
156-60-5 |
Dichloroethylene (1,2-Trans) |
(see Dichloroethylenes) |
100 μg l |
4,000 μg |
|||
|
576-24-9 |
Dichlorophenol(2,3) |
-- |
-- |
-- |
-- |
0.04 μg j |
0.04 μg j |
|
120-83-2 |
Dichlorophenol(2,4) |
2020 |
365 |
-- |
-- |
0.3 μg j |
0.3 μg j |
|
583-78-8 |
Dichlorophenol(2,5) |
-- |
-- |
-- |
-- |
0.5 μg j |
0.5 μg j |
|
87-65-0 |
Dichlorophenol(2,6) |
-- |
-- |
-- |
-- |
0.2 μg j |
0.2 μg j |
|
95-77-2 |
Dichlorophenol(3,4) |
-- |
-- |
-- |
-- |
0.3 μg j |
0.3 μg j |
|
26638-19-7 |
Dichloropropanes |
23,000 e |
5,700 e |
10,300 e |
3,040 e |
(see individual
compounds) |
|
|
78-87-5 |
Dichloropropane(1,2) |
(see
Dichloropropanes) |
0.9 μg c |
31 μg c |
|||
|
26952-23-8 |
Dichloropropenes |
6,060 e |
244 e |
790 e |
-- |
(see individual
compounds) |
|
|
542-75-6 |
Dichloropropene(1,3) |
(see
Dichloropropenes) |
0.27 μg c |
12 μg c |
|||
|
60-57-1 |
Dieldrin |
0.24 |
0.056k |
0.71k |
0.0019k |
0.0012 ng c |
0.0012 ng c |
|
84-66-2 |
Diethyl Phthalate |
-- |
-- |
-- |
-- |
600 μg |
600 μg |
|
105-67-9 |
Dimethyl Phenol(2,4) |
1,300 |
530 |
270 |
110 |
100 μg |
400 μg j |
|
131-11-3 |
Dimethyl Phthalate |
(see Phthalate
esters) |
2,000 μg |
2,000 μg |
|||
|
84-74-2 |
Di-n-butyl Phthalate |
(see Phthalate
esters) |
20 μg |
30 μg |
|||
|
N/A |
Dinitrotoluenes |
330 e |
230 e |
590 e |
370 e |
(see individual
compounds) |
|
|
121-14-2 |
Dinitrotoluene(2,4) |
(see
Dinitrotoluenes) |
0.049 μg c |
1.7 μg c |
|||
|
606-20-2 |
Dinitrotoluene(2,6) |
(see
Dinitrotoluenes) |
-- |
-- |
|||
|
534-52-1 |
Dinitro-o-cresol
(4,6) |
(see 2
Methyl-4,6-Dinitrophenol) |
(see 2
Methyl-4,6-Dinitrophenol) |
||||
|
25550-58-7 |
Dinitrophenols |
(see Nitrophenols) |
10 μg |
1,000 μg |
|||
|
51-28-5 |
Dinitrophenol(2,4) |
(see Nitrophenols) |
10 μg |
300 μg |
|||
|
117-84-0 |
Di-n-octyl phthalate |
(see Phthalate
esters) |
-- |
-- |
|||
|
88-85-7 |
Dinoseb |
-- |
-- |
-- |
-- |
Note l |
-- |
|
85-00-7 |
Diquat |
-- |
-- |
-- |
-- |
Note l |
-- |
|
1746-01-6 |
2,3,7,8-TCDD
(Dioxin) |
-- |
-- |
-- |
-- |
0.000005 ng c |
0.0000051 ng c |
|
122-66-7 |
Diphenylhydrazine(1,2) |
270 |
-- |
-- |
-- |
0.03 μg c |
0.2 μg c |
|
103-23-1 |
Di(2-ethylhexyl)adipate
|
-- |
-- |
-- |
-- |
Note l |
-- |
|
117-81-7 |
Di-2-ethylhexyl
phthalate |
(see Bis
(2-Ethylhexy)Phthalate) |
(see Bis
(2-Ethylhexy)Phthalate) |
||||
|
115-29-7 |
Endosulfan |
0.22 k, r |
0.056 k, r |
0.034 k, r |
0.0087 k, r |
(see individual
compounds) |
|
|
959-98-8 |
alpha-Endosulfan |
(see Endosulfan) |
20 μg |
30 μg |
|||
|
33213-65-9 |
beta-Endosulfan |
(see Endosulfan) |
20 μg |
40 μg |
|||
|
1031-07-8 |
Endosulfan Sulfate |
-- |
-- |
-- |
-- |
20 μg |
40 μg |
|
145-73-3 |
Endothall |
-- |
-- |
-- |
-- |
Note l |
-- |
|
72-20-8 |
Endrin |
0.086 |
0.036 |
0.037 k |
0.0023 k |
0.03 μg |
0.03 μg |
|
7421-93-4 |
Endrin Aldehyde |
-- |
-- |
-- |
-- |
1 μg |
1 μg |
|
100-41-4 |
Ethylbenzene |
32000 |
-- |
430 |
-- |
68 μg |
130 μg |
|
106-93-4 |
Ethylene Dibromide
(EDB) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
206-44-0 |
Fluoranthene |
(see Polynuclear
Aromatic Hydrocarbons) |
20 μg |
20 μg |
|||
|
86-73-7 |
Fluorene |
(see Polynuclear
Aromatic Hydrocarbons) |
50 μg |
70 μg |
|||
|
16984-48-8 |
Flouride |
-- |
-- |
-- |
-- |
Note l |
-- |
|
1071-83-6 |
Glyphosate |
-- |
-- |
-- |
-- |
Note l |
-- |
|
86-50-0 |
Guthion |
-- |
0.01 |
-- |
0.01 |
-- |
-- |
|
N/A |
Haloethers |
360 e |
122 e |
-- |
-- |
(see individual
compounds) |
|
|
N/A |
Halomethanes |
11,000 e |
-- |
12,000 e |
6,400 e |
(see individual
compounds) |
|
|
76-44-8 |
Heptachlor |
0.52 k |
0.0038 k |
0.053 k |
0.0036 k |
0.0059 ng c |
0.0059 ng c |
|
1024-57-3 |
Heptachlor Epoxide |
0.52 k |
0.0038 k |
0.053 k |
0.0036 k |
0.032 ng c |
0.032 ng c |
|
67-72-1 |
Hexachloroethane |
980 |
540 |
940 |
-- |
0.1 μg c |
0.1 μg c |
|
118-74-1 |
Hexachlorobenzene |
(see Chlorinated
benzenes) |
0.079 ng c |
0.079 ng c |
|||
|
87-68-3 |
Hexachlorobutadiene |
90 |
9.3 |
32 |
-- |
0.01 μg c |
0.01 μg c |
|
608-73-1 |
Hexachlorocyclo-hexane-(Technical) |
(see BHC
(Hexachloro-cyclohexane)) |
0.0066 μg |
0.01 μg |
|||
|
77-47-4 |
Hexachlorocyclopentadiene |
7 |
5.2 |
7 |
-- |
1.0 j |
1.0 j |
|
193-39-5 |
Indeno(1,2,3-cd)Pyrene |
(see Polynuclear
Aromatic Hydrocarbons) |
0.0012 μg c |
0.0013 μg c |
|||
|
7439-89-6 |
Iron |
-- |
1000 |
-- |
-- |
0.3 mg j |
-- |
|
78-59-1 |
Isophorone |
117,000 |
-- |
12,900 |
-- |
34 μg c |
1,800 μg c |
|
7439-92-1 |
Lead i |
10.5 f, d |
0.41 f, d |
210 d |
8.1 d |
-- |
-- |
|
121-75-5 |
Malathion |
-- |
0.1 |
-- |
0.1 |
-- |
-- |
|
7439-96-5 |
Manganese |
-- |
-- |
-- |
-- |
50 μg j |
100 μg |
|
7439-97-6 |
Mercury |
1.4 d, i |
0.77 d, i |
1.8 d, i |
0.94 d, i |
0.05 μg |
0.051 μg |
|
72-43-5 |
Methoxychlor |
-- |
0.03 |
-- |
0.03 |
0.02 μg |
0.02 μg |
|
74-83-9 |
Methyl Bromide |
(see Halomethanes) |
100 μg |
10,000 μg |
|||
|
74-87-3 |
Methyl Chloride |
(see Halomethanes) |
-- |
-- |
|||
|
1634-04-4 |
Methyl
tertiary-butyl ether (MtBE) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
75-09-2 |
Methylene Chloride |
(see Halomethanes) |
20 μg cl |
1,000 μg c |
|||
|
22967-92-6 |
Methylmercury |
(see Mercury ) |
-- |
0.3 mg/kg g |
|||
|
534-52-1 |
2
Methyl-4,6-Dinitrophenol |
(see Nitrophenols) |
2 μg |
30 μg |
|||
|
1570-64-5 |
2-Methyl-4-chlorophenol |
-- |
-- |
-- |
-- |
1,800 μg j |
1,800 μg j
|
|
59-50-7 |
3-Methyl-4-chlorophenol |
30 |
-- |
-- |
-- |
500 μg j |
2,000 μg j |
|
615-74-7 |
3-Methyl-6-chlorophenol |
-- |
-- |
-- |
-- |
20 μg j |
20 μg j |
|
2385-85-5 |
Mirex |
-- |
0.001 |
-- |
0.001 |
-- |
-- |
|
91-20-3 |
Naphthalene |
2,300 |
620 |
2,350 |
-- |
-- |
-- |
|
7440-02-0 |
Nickel i |
120.0 f, d |
13.3 f, d |
74 d |
8.2 d |
610 μg |
4,600 μg |
|
14797-65-0 |
Nitrite-N |
-- |
-- |
-- |
-- |
Note l |
-- |
|
14797-55-8 |
Nitrate-N |
-- |
-- |
-- |
-- |
10 mgl |
-- |
|
14797-55-8 + 14797-65-0 |
Nitrate-N +
Nitrite-N |
-- |
-- |
-- |
-- |
Note l |
-- |
|
98-95-3 |
Nitrobenzene |
27000 |
-- |
6680 |
-- |
10 μg |
30 μgj |
|
25154-55-6 |
Nitrophenols |
230 e |
150 e |
4,850 e |
-- |
(see individual
compounds) |
|
|
88-75-5 |
Nitrophenol 2 |
(see Nitrophenols) |
-- |
-- |
|||
|
100-02-7 |
Nitrophenol 4 |
(see Nitrophenols) |
-- |
-- |
|||
|
N/A |
Nitrosamines |
5,850 e |
-- |
3,300,000 e |
-- |
0.8 ng |
1.24 μg |
|
924-16-3 |
Nitrosodibutylamine
N |
(see Nitrosamines) |
6.3 ng c |
220 ng c |
|||
|
55-18-5 |
Nitrosodiethylamine
N |
(see Nitrosamines) |
0.8 ng c |
1,240 ng c |
|||
|
62-75-9 |
Nitrosodimethylamine
N |
(see Nitrosamines) |
0.69 ng c |
3 μg c |
|||
|
621-64-7 |
Nitrosodi-n-propylamine
N |
(see Nitrosamines) |
0.005 μg c |
0.51 μg c |
|||
|
86-30-6 |
Nitrosodiphenylamine
N |
(see Nitrosamines) |
3.3 μg c |
6 μg c |
|||
|
930-55-2 |
Nitrosopyrrolidine N |
(see Nitrosamines) |
16 ng c |
34,000 ng c |
|||
|
84852-15-3 |
Nonylphenol |
28 |
6.6 |
7 |
1.7 |
-- |
-- |
|
56-38-2 |
Parathion |
0.065 |
0.013 |
-- |
-- |
-- |
-- |
|
1336-36-3 |
PCB |
2.0 e, n |
0.014 e, n |
10.0 e, n |
0.03 e, n |
0.064 ng c, n |
0.064 ng c, n |
|
N/A |
PCB-1242 |
(see PCB) |
(see PCB) |
(see PCB) |
|||
|
N/A |
PCB-1254 |
(see PCB) |
(see PCB) |
(see PCB) |
|||
|
N/A |
PCB-1221 |
(see PCB) |
(see PCB) |
(see PCB) |
|||
|
N/A |
PCB-1248 |
(see PCB) |
(see PCB) |
(see PCB) |
|||
|
N/A |
PCB-1260 |
(see PCB) |
(see PCB) |
(see PCB) |
|||
|
N/A |
PCB-1016 |
(see PCB) |
(see PCB) |
(see PCB) |
|||
|
76-01-7 |
Pentachloroethane |
7240 |
1100 |
390 |
281 |
-- |
-- |
|
608-93-5 |
Pentachlorobenzene |
(see Chlorinated
benzenes) |
0.1 μg |
0.1 μg |
|||
|
87-86-5 |
Pentachlorophenol |
5.28 h |
4.05 h |
13 |
7.9 |
0.03 μg c |
0.04 μg c |
|
85-01-8 |
Phenanthrene |
(see Polynuclear
Aromatic Hydrocarbons) |
-- |
-- |
|||
|
108-95-2 |
Phenol |
10,200 |
2,560 |
5,800 |
-- |
300 μg j |
300 μg j |
|
N/A |
Phthalate Esters |
940 e |
3 e |
2,944 e |
3.4 e |
-- |
-- |
|
1336-36-3 |
Polychlorinated
Biphenyls |
(see PCBs) |
(see PCB) |
(see PCB) |
|||
|
N/A |
Polynuclear Aromatic
Hydrocarbons |
-- |
-- |
300 e |
-- |
(see individual
compounds) |
|
|
23135-22-0 |
Oxamyl (Vydate) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
355-46-4 |
Perfluorohexane
sulfonic acid (PFHxS) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
375-95-1 |
Perfluorononanoic
acid (PFNA) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
1763-23-1 |
Perfluorooctane
sulfonic acid (PFOS) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
335-67-1 |
Perfluorooctanoic
Acid (PFOA) |
-- |
-- |
-- |
-- |
Note l |
-- |
|
1918-02-1 |
Picloram |
-- |
-- |
-- |
-- |
Note l |
-- |
|
129-00-0 |
Pyrene |
(see Polynuclear
Aromatic Hydrocarbons) |
20 μg |
30 μg |
|||
|
7782-49-2 |
Selenium |
Note o |
Note o |
290d,i |
71d,i |
170 μg l |
4,200 μg |
|
7440-22-4 |
Silver |
0.20d,f, i, k |
-- |
1.9d,i,k |
-- |
105 μg p |
65 mg p |
|
122-34-9 |
Simazine |
-- |
-- |
-- |
-- |
Note l |
-- |
|
100-42-5 |
Styrene |
-- |
-- |
-- |
-- |
Note l |
-- |
|
7783-06-4 |
Sulfide-Hydrogen
Sulfide |
-- |
2 |
-- |
2 |
-- |
-- |
|
95-94-3 |
Tetrachlorobenzene
1,2,4,5 |
(see Chlorinated
benzenes) |
0.03 μg |
0.03 μg |
|||
|
79-34-5 |
Tetrachloroethane
1,1,2,2 |
(see
Tetrachlor-oethanes) |
2400 |
9020 |
-- |
0.2 μg c |
3 μg c |
|
25322-20-7 |
Tetrachloroethanes |
9,320 e |
-- |
-- |
-- |
(see individual
compounds) |
|
|
127-18-4 |
Tetrachloroethylene |
5,280 |
840 |
10,200 |
450 |
10 μg c |
29 μg c |
|
935-95-5 |
Tetrachlorophenol
2,3,5,6 |
-- |
-- |
440 |
-- |
-- |
-- |
|
58-90-2 |
Tetrachlorophenol
2,3,4,6 |
-- |
-- |
-- |
-- |
1.0 μg j |
1.0 μg j |
|
7440-28-0 |
Thallium |
1,400 |
40 |
2,130 |
-- |
0.24 μg |
0.47 μg |
|
108-88-3 |
Toluene |
17,500 |
-- |
6,300 |
5,000 |
57 μg |
520 μg |
|
8001-35-2 |
Toxaphene |
0.73 |
0.0002 |
0.21 |
0.0002 |
0.70 ng c |
0.71 ng c |
|
N/A |
Tributyltin (TBT) |
0.46 |
0.072 |
0.42 |
0.0074 |
-- |
-- |
|
N/A |
Trichlorinated
Ethanes |
18,000 e |
-- |
-- |
-- |
(see individual
compounds) |
|
|
120-82-1 |
Trichlorobenzene
1,2,4 |
(see Chlorinated
benzenes) |
0.071 μg c |
0.076 μg c |
|||
|
71-55-6 |
Trichloroethane
1,1,1 |
-- |
-- |
31,200 |
-- |
10 mg l |
200 mg |
|
79-00-5 |
Trichloroethane
1,1,2 |
-- |
9,400 |
-- |
-- |
0.55 μg c |
8.9 μg c |
|
79-01-6 |
Trichloroethylene |
45,000 |
21,900 |
2,000 |
-- |
0.6 μg c |
7 μg c |
|
75-69-4 |
Trichlorofluoromethane |
(see Halomethanes) |
10 mg |
860 mg |
|||
|
95-95-4 |
Trichlorophenol
2,4,5 |
-- |
-- |
-- |
-- |
1.0 μg j |
1.0 μg j |
|
88-06-2 |
Trichlorophenol
2,4,6 |
-- |
970 |
-- |
-- |
1.5 μg
c |
2.0 μg c ,
j |
|
75-01-4 |
Vinyl Chloride |
-- |
-- |
-- |
-- |
0.022 μg c |
1.6 μg c |
|
1330-20-7 |
Xylene, Total |
-- |
-- |
-- |
-- |
Note l |
-- |
|
7440-66-6 |
Zinc i |
30.0 f, d |
30.0 f, d |
90d |
81d |
5,000 μg j |
5,000 μg j |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.22 Notes For Table 1703-1. The following shall apply to Table 1703-1:
(a) The letter “a” shall indicate that the freshwater and
saltwater aquatic life criteria for ammonia are shown in Env-Wq 1703.25 through
Env-Wq 1703.32;
(b) The letter “b” shall indicate that the criteria refer to
the inorganic form only;
(c) The letter “c” shall indicate that these criteria for
the protection of human health are based on carcinogenicity using a target risk
of one in 1,000,000, except for arsenic which shall be based on a target risk
of one in 100,000, while the human health criteria without this footnote are
based on systemic toxicity. Other target
risks shall be allowed only as specified in Env-Wq 1703.20;
(d) The letter “d” shall indicate that criteria for these
metals are expressed as a function of the water effect ratio (WER), and that
because the values displayed in Table 1703-1 correspond to a WER of 1.0, metals
criteria for different WERs shall be determined using the procedures described
in the EPA publication “Interim Guidance on Determination and Use of
Water-Effect Ratios for Metals”, EPA-823-B-94-001, dated February 1994,
available as noted in Appendix B, provided that for copper, either of the following
references, both available as noted in Appendix B, may also be used:
(1) The “Streamlined Water-Effect Ratio procedure
for Discharges of Copper”, EPA-822-R-01-005, dated March 2001; or
(2) The Biotic Ligand Model, freshwater only, as
described in “Aquatic Life Ambient Freshwater Quality Criteria - Copper”,
EPA-822-R-07-001, dated February 2007;
(e) The letter “e” shall indicate that the following classes
of compounds have 2 or more isomers and the appropriate aquatic life criteria
apply to the sum of the concentrations of each isomer:
(1) BHC;
(2) Chlorinated benzenes;
(3) Chlorinated naphthalenes;
(4) Chloroalkyl ethers;
(6) Dichloroethylenes;
(7) Dichloropropanes;
(8) Dichloropropenes;
(9) Dinitrotoluenes;
(10) Haloethers;
(11) Halomethanes;
(12) Nitrophenols;
(13) Nitrosamines;
(14) PCB;
(15) Phthalate esters;
(16) Polynuclear aromatic hydrocarbons;
(17) Tetrachloroethanes; and
(18) Trichlorinatedethanes;
(f) The letter “f” shall indicate that the freshwater
aquatic criteria for these metals are expressed as a function of the total
hardness, as mg/L CaCO3 of the surface water, and that because the values
displayed in Table 1703-1 correspond to a total hardness of 20 mg/L the aquatic
life criteria for other hardness values expressed as calcium carbonate shall be
calculated using the equations and tables in Env-Wq 1703.23 and Env-Wq 1703.24;
(g) The letter “g” shall indicate that if the methylmercury
concentration in the edible portion of the aquatic species of concern exceeds
0.3 mg/kg, a risk assessment shall be conducted to determine whether a
consumption advisory should be issued for the surface water. If a consumption advisory is issued by the
department, the surface water shall be considered in non-attainment of the fish
or shellfish consumption designated uses and in violation of these surface
water quality regulations;
(h) The letter “h” shall indicate that the freshwater
aquatic life criteria for pentachlorophenol are expressed as a function of
pH. Values displayed in Table 1703-1
correspond to a pH value of 6.5. For
other pH values, the formulas shown in Env-Wq 1703.33 shall be used;
(i) The letter “i” shall indicate that the values presented
for aquatic life protection are dissolved metals and for hardness-dependent
metals are based on a hardness of 20 mg/L. To convert dissolved to total
recoverable metal, the equations and tables in Env-Wq 1703.23 shall be used. To
calculate dissolved or total recoverable fresh water criteria for
hardness-dependent metals for hardness values other than 20 mg/l, the equations
and tables shown in Env-Wq 1703.23 and Env-Wq 1703.24 shall be used;
(j) The letter “j” shall indicate that these human health
criteria prevent taste and odor effects in the surface water and in fish and
other aquatic life as prohibited in Env-Wq 1703.03(c)(1)c. and (3);
(k) The letter “k” shall indicate that the acute criteria
are based on EPA’s 304(a) criteria in the 1980 documents listed below and were
derived to be used as instantaneous maximum values, or to be applied after
division by 2, to obtain a value comparable to an acute criterion as a 1-hour
average when assessment is done using an averaging period:
(1) Aldrin/Dieldrin, document number
440/5-80-019;
(2) Chlordane, document number 440/5-80-027;
(3) DDT, document number 440/5-80-038;
(4) Endosulfan, document number 440/5-80-046;
(5) Endrin, document number 440/5-80-047;
(6) Gamma-BHC (lindane), document number
440/5-80-054;
(7) Heptachlor, document number 440/5-80-052;
(8) Hexachlorocyclohexane, document number
440/5-80-054; or
(9) Silver, document number 440/5-80-071;
(l) The letter “l” shall indicate that there is a more
stringent drinking water maximum contaminant level (MCL) specified in Env-Dw
700, so if the surface water is a source for a public water system as defined
in RSA 485:1-a, XV or is within 20 miles upstream of any active surface water
intake for a public water system, the department shall use the MCL values shown
in Table 1703-2A, below, for the water and fish ingestion human health
criteria. The following criteria shall be met as a running annual average except
for Nitrite-N and Nitrite-N + Nitrate-N which shall be instantaneous acute
criteria:
|
Table 1703-2A: MCL Values for Water and Fish
Ingestion Criteria |
||
|
CAS Number |
Chemical Name |
MCL (Units per Liter) |
|
15972-60-8 |
Alachlor
(Lasso) |
2 μg |
|
116-06-3 |
Aldicarb
(Temik) |
3 μg |
|
1646-87-3 |
Aldicarb
sulfoxide |
4 μg |
|
1646-88-4 |
Aldicarb
sulfone (aldoxycarb) |
2 μg |
|
1912-24-9 |
Atrazine
(Atranex, Crisazine) |
3 μg |
|
7440-41-7 |
Beryllium |
4 μg |
|
7440-43-9 |
Cadmium |
5 μg |
|
1563-66-2 |
Carbofuran (Furadon, 4F) |
40 μg |
|
7782-50-5 |
Chlorine (as Cl2) |
4 mg |
|
10599-90-3 |
Chloramines, as Cl2 |
4 mg |
|
10049-04-4 |
Chlorine Dioxide, as ClO2 |
0.8 mg |
|
94-75-7 |
Chlorophenoxy
herbicides (2,4-D) |
70 μg |
|
93-72-1 |
Chlorophenoxy herbicides (2,4,5-TP) |
50 μg |
|
18540-29-9 |
Chromium+6 |
see Chromium Total |
|
16065-83-1 |
Chromium+3 |
see Chromium Total |
|
7440-47-3 |
Chromium Total
(equal to the sum of Chromium+3 plus Chromium+6) |
100 μg |
|
75-99-0 |
Dalapon |
200 μg |
|
96-12-8 |
Dibromochloropropane (DBCP) |
0.2 μg |
|
95-50-1 |
Dichlorobenzene (1,2) |
600 μg |
|
106-46-7 |
Dichlorobenzene(1,4) |
75 μg |
|
107-06-2 |
Dichloroethane (1,2) |
5 μg |
|
75-35-4 |
Dichloroethylene(1,1) |
7 μg |
|
156-59-2 |
Dichloroethylene
(1,2-cis) |
70 μg |
|
156-60-5 |
Dichloroethylene(1,2-Trans) |
100 μg |
|
88-85-7 |
Dinoseb |
7 μg |
|
85-00-7 |
Diquat |
20 μg |
|
103-23-1 |
Di(2-ethylhexyl)adipate
|
400 μg |
|
145-73-3 |
Endothall |
100 μg |
|
106-93-4 |
Ethylene
Dibromide (EDB) |
0.05 μg |
|
16984-48-8 |
Fluoride |
4 mg |
|
58-89-9 |
gamma-BHC (Lindane) |
0.2 μg |
|
1071-83-6 |
Glyphosate |
700 μg |
|
75-09-2 |
Methylene Chloride |
5 μg |
|
1634-04-4 |
Methyl tertiary-butyl ether (MtBE) |
13 μg |
|
14797-65-0 |
Nitrite-N |
1 mg |
|
14797-55-8 |
Nitrate-N |
10 mg |
|
14797-55-8 + 14797-65-0 |
Nitrate-N + Nitrite-N |
10 mg |
|
23135-22-0 |
Oxamyl (Vydate) |
200 μg |
|
355-46-4 |
Perfluorohexane sulfonic acid (PFHxS) |
18 ng |
|
375-95-1 |
Perfluorononanoic acid (PFNA) |
11 ng |
|
1763-23-1 |
Perfluorooctane sulfonic acid (PFOS) |
15 ng |
|
335-67-1 |
Perfluorooctanoic Acid (PFOA) |
12 ng |
|
1918-02-1 |
Picloram |
500 μg |
|
7782-49-2 |
Selenium |
50 μg |
|
122-34-9 |
Simazine |
4 μg |
|
100-42-5 |
Styrene |
100 μg |
|
71-55-6 |
Trichloroethane 1,1,1 |
200 μg |
|
1330-20-7 |
Xylene, Total |
10 mg |
(m) The letter “m” shall indicate that these criteria are
expressed as micrograms of free cyanide per liter;
(n) The letter “n” shall indicate
that these criteria apply to total PCBs or the sum of all of its congener,
isomer, homolog, or Arochlor analyses;
(o) The letter “o” shall indicate that the freshwater
aquatic life criteria for selenium are shown in Env-Wq 1703.34;
(p) The letter “p” shall indicate that these human health
criteria for silver shall be for the protection of humans from argyria;
(q) The letter “q” shall indicate that this value is
expressed as total cyanide;
(r) The letter “r” shall indicate that this data was derived
from data for endosulfan and is most appropriately applied to the sum of
alpha-endosulfan and beta-endosulfan;
(s) Subject to (1) and (2), below,
the letter “s” shall indicate that this value is expressed as acid-soluble
aluminum:
(1) Where waterbody specific pH,
dissolved organic carbon and hardness are available, sample specific total
aluminum criteria shall be determined using the procedures described in the EPA
publication “Final Aquatic Life Ambient Water Quality Criteria for Aluminum”,
EPA-822-R-18-001, dated December 2018, available as noted in Appendix B,
provided that for aluminum, either of the following references shall be used to
calculate the site-specific criteria:
a. The “Aluminum Criteria Calculator V2.0
(Excel)(xlsm)”, dated December 2018, available as noted in Appendix B; or
b. The “Aluminum Criteria Calculator R Code and
Data V2.0(R)”, dated November 15, 2019, available as noted in Appendix B; and
(2) For characterizing ambient waters using the
criteria in (1), above, analytical methods that measure the bioavailable
fraction of aluminum may be used in accordance with this paragraph where
permitted by applicable federal regulations. The bioavailable fraction of
aluminum shall be measured, as scientifically appropriate, using a less
aggressive initial acid digestion than done for total recoverable aluminum,
such as to a pH of approximately 4 or lower, that includes the measurement of
amorphous aluminum hydroxide yet minimizes the measurement of mineralized forms
of aluminum such as aluminum silicates associated with suspended sediment
particles or clays;
(t) The letter “t” shall indicate that the total
concentration of DDT and its metabolites shall not exceed this value;
(u) The letter “u” shall indicate that the chronic criterion
of 20 mg/L shall be the minimum value except where alkalinity is naturally
lower, in which case the criterion shall not be lower than 25 percent of the
natural level;
(v) Unless otherwise indicated in Env-Wq 1703.22 (k), (o),
or Env-Wq 1703.26(c), the protection of aquatic life concentration values in
Table 1703-1 are acute as a 1-hour average and chronic as a 4-day average, both
of which shall not to be exceeded more than once in 3-years; and
(w)
The letter “w” shall indicate that for
arsenic, the first value is for freshwaters and the second value is for marine
waters as it relates to protection of human health.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.23 Conversion Factors For Metals.
(a)
Dissolved
metal shall be determined by multiplying total recoverable metal by the
conversion factor listed in Table 1703-2 for that metal, shown in equation form
as follows:
Dissolved
Metal = Total Recoverable Metal x Conversion Factor
(b)
Total
recoverable metals shall be determined by dividing dissolved metals by the
conversion factor listed in Table 1703-2, shown in equation form as follows:
Total
Recoverable Metal = Dissolved Metal / Conversion Factor
(c)
The
conversion factors in Table 1703-2 shall be used as translators to go from the
dissolved metals criteria listed in Table 1703-1 to permit limits expressed as
total recoverable metals by dividing dissolved metal by the conversion factor.
(d)
If the
hardness of the receiving water is different than 20 mg/L, then aquatic life
criteria for hardness-dependent metals shall be calculated as follows:
(1) The equations in Env-Wq 1703.24(a) and (b)
shall be used in conjunction with the coefficients shown in Table 1703-3 to
calculate the total recoverable metal for freshwater;
(2) The equations shown in (a) and (b), above,
shall be used in conjunction with the factors shown in Table 1703-2 to convert
total recoverable metal to dissolved metal or dissolved metal to total
recoverable metal;
(3) For hardness less than 20 mg/L, a hardness of
20 mg/L shall be used in the equations; and
(4) For hardness values greater than 400 mg/L, a
hardness of 400 mg/L shall be used in the equations.
(e)
Table 1703-2 shall be as follows, provided that the conversion factors
for cadmium and lead shall be no greater than 1.0:
Table 1703-2: Factors
to Convert Total Recoverable Metals to Dissolved Metals
|
|
FRESHWATER Conversion Factors |
MARINE Conversion Factors |
||
|
Acute |
Chronic |
Acute |
Chronic |
|
|
Arsenic |
1.0 |
1.0 |
1.0 |
1.0 |
|
Cadmium |
1.136672 - [(Ln Hardness)(0.041838)] |
1.101672 - [(Ln Hardness)(0.041838)] |
0.994 |
0.994 |
|
Chromium (+3) |
0.316 |
0.860 |
- |
- |
|
Chromium (+6) |
0.982 |
0.962 |
0.993 |
0.993 |
|
Copper |
0.960 |
0.960 |
0.83 |
0.83 |
|
Lead |
1.46203 - [(Ln Hardness)(0.145712)] |
1.46203 - [(Ln Hardness)(0.145712)] |
0.951 |
0.951 |
|
Mercury |
0.85 |
0.85 |
0.85 |
0.85 |
|
Nickel |
0.998 |
0.997 |
0.990 |
0.990 |
|
Selenium |
- |
- |
0.998 |
0.998 |
|
Silver |
0.85 |
- |
0.85 |
- |
|
Zinc |
0.978 |
0.986 |
0.946 |
0.946 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.24 Freshwater Aquatic Life Criteria
For Metals. To calculate freshwater
aquatic life criteria for total recoverable metals, the equations described in
(a) and (b), below, shall be used in conjunction with the coefficients shown in
(c), Table 1703-3, below, provided that the values used for hardness in the
equations shall be as specified in Env-Wq 1703.23(d):
(a) To calculate the acute criteria, in μg/L, for the
metals shown Table 1703-3, the exponent “e” shall be raised to the power “x”
where “x” is equal to the parenthetical expression “ma” multiplied by the
natural logarithm (ln) of the hardness and to which product the value “ba”
shall be added, as follows:
Acute Criteria = ex where x = ( ma
[ ln (hardness) ] + ba)
(b) To calculate the chronic criteria, in μg/L, for the
metals shown in Table 1703-3, the exponent “e” shall be raised to the power “x”
where “x” is equal to the parenthetical expression “mc” multiplied by the
natural logarithm of the hardness and to which product the value “bc” shall be
added, as follows:
Chronic Criteria = ex where x = ( mc [
ln (hardness) ] + bc)
(c) Table 1703-3 shall be as follows:
Table
1703-3: Coefficients in Equations for Calculating Total Recoverable Aquatic
Life Criteria for Metals
|
|
ma |
ba |
mc |
bc |
|
Cadmium |
0.9789 |
-3.866 |
0.7977 |
-3.909 |
|
Copper |
0.9422 |
-1.700 |
0.8545 |
-1.702 |
|
Chromium+3 |
0.8190 |
3.7256 |
0.8190 |
0.6848 |
|
Lead |
1.273 |
-1.460 |
1.273 |
-4.705 |
|
Nickel |
0.8460 |
2.255 |
0.8460 |
0.0584 |
|
Silver |
1.72 |
-6.59 |
------- |
------- |
|
Zinc |
0.8473 |
0.884 |
0.8473 |
0.884 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.25 Freshwater Acute Aquatic Life Criteria For
Ammonia.
(a) Subject to (b) through (d), below, to determine
freshwater acute aquatic life criteria for ammonia, in milligrams of nitrogen
per liter (mg N/L), the applicant shall use:
(1) Table 1703-4A, where salmonids in the genus Oncorhynchus are or
might be present; and
(2) Table 1703-4B, where salmonids in the genus Oncorhynchus are
absent.
(b) The freshwater acute water quality
criteria for ammonia in Table 1703-4A where salmonids in the genus Oncorhynchus
are or might be present shall be calculated by taking the lesser of the value
resulting from dividing 0.275 by the sum of one plus 10 raised to the power of
7.204 minus the pH, and adding the resulting value to the value found by
dividing 39.0 by the sum of one plus 10 raised to the power of the pH minus
7.204, to the value resulting from dividing 0.0114 by the sum of one plus 10
raised to the power of the 7.204 minus pH,
and adding the resulting value found by dividing 1.6181 by the sum of one plus
10 raised to the power of the pH minus 7.204 and multiplying this value by
0.7249 multiplied by the value resulting from multiplying 23.12 by 10 raised to
the power of 0.036 multiplied by value of 20 minus the temperature, as shown in
the following equation:
Freshwater Acute Criteria, Salmonids in the Genus Onchorhynchus
Present =
MIN { [0.275 / (1+10 7.204-pH)
+ 39.0 / (1+10 pH-7.204)],
[0.7249 x[0.0114/(1+10 7.204-pH) + 1.6181 /
(1+10 pH-7.204)] x (23.12 x 10 0.036 x(20-T))] }
Where MIN indicates the lesser of the two values
separated by a comma.
(c) The freshwater acute water quality
criteria for ammonia in Table 1703-4B where salmonids in the genus Oncorhynchus
are absent shall be calculated by dividing 0.0114 by the sum of one plus 10
raised to the power of 7.204 minus the pH, and adding the resulting value to
the value found by dividing 1.6181 by the sum of one plus 10 raised to the
power of the pH minus 7.204, and multiplying this value by 0.7249 multiplied by
the lesser of 51.93 or the value resulting from multiplying 23.12 by 10 raised
to the power of 0.036 multiplied by value of 20 minus the temperature as shown
in the following equation:
Freshwater
Acute Criteria, Salmonids in the Genus Onchorhynchus Absent =
{0.7249 x[0.0114/(1+10 7.204-pH) + 1.6181 /
(1+10 pH-7.204)]} x MIN [ 51.93, (23.12 x 10 0.036 x(20-T))]
Where MIN indicates the lesser of the 2 values
separated by a comma.
(d) The equations described in (b) and (c), above, shall be
used to calculate freshwater acute water quality criteria for ammonia at
unlisted pH and temperature values.
(e) Table 1703-4A and Table 1703-4B shall be as follows:
|
Table 1703-4A: Freshwater Acute
Aquatic Life Criteria For Ammonia in mg N/L Salmonids in the Genus Oncorhynchus
Present |
||||||||||
|
pH |
Temperature, Degrees C |
|||||||||
|
0-14 |
15 |
16 |
18 |
20 |
22 |
24 |
26 |
28 |
30 |
|
|
6.5 |
33 |
33 |
32 |
27 |
23 |
19 |
16 |
14 |
12 |
9.9 |
|
6.6 |
31 |
31 |
30 |
26 |
22 |
18 |
16 |
13 |
11 |
9.5 |
|
6.7 |
30 |
30 |
29 |
24 |
21 |
18 |
15 |
13 |
11 |
9.0 |
|
6.8 |
28 |
28 |
27 |
23 |
20 |
17 |
14 |
12 |
10 |
8.5 |
|
6.9 |
26 |
26 |
25 |
21 |
18 |
15 |
13 |
11 |
9.4 |
7.9 |
|
7.0 |
24 |
24 |
23 |
20 |
17 |
14 |
12 |
10 |
8.6 |
7.3 |
|
7.1 |
22 |
22 |
21 |
18 |
15 |
13 |
11 |
9.3 |
7.9 |
6.7 |
|
7.2 |
20 |
20 |
19 |
16 |
14 |
12 |
9.8 |
8.3 |
7.1 |
6.0 |
|
7.3 |
18 |
18 |
17 |
14 |
12 |
10 |
8.7 |
7.4 |
6.3 |
5.3 |
|
7.4 |
15 |
15 |
15 |
13 |
11 |
9.0 |
7.7 |
6.5 |
5.5 |
4.7 |
|
7.5 |
13 |
13 |
13 |
11 |
9.2 |
7.8 |
6.6 |
5.6 |
4.8 |
4.0 |
|
7.6 |
11 |
11 |
11 |
9.3 |
7.9 |
6.7 |
5.7 |
4.8 |
4.1 |
3.5 |
|
7.7 |
9.6 |
9.6 |
9.3 |
7.9 |
6.7 |
5.7 |
4.8 |
4.1 |
3.5 |
3.0 |
|
7.8 |
8.1 |
8.1 |
7.9 |
6.7 |
5.6 |
4.8 |
4.0 |
3.4 |
2.9 |
2.5 |
|
7.9 |
6.8 |
6.8 |
6.6 |
5.6 |
4.7 |
4.0 |
3.4 |
2.9 |
2.4 |
2.1 |
|
8.0 |
5.6 |
5.6 |
5.4 |
4.6 |
3.9 |
3.3 |
2.8 |
2.4 |
2.0 |
1.7 |
|
8.1 |
4.6 |
4.6 |
4.5 |
3.8 |
3.2 |
2.7 |
2.3 |
2.0 |
1.7 |
1.4 |
|
8.2 |
3.8 |
3.8 |
3.7 |
3.1 |
2.7 |
2.3 |
1.9 |
1.6 |
1.4 |
1.2 |
|
8.3 |
3.1 |
3.1 |
3.1 |
2.6 |
2.2 |
1.9 |
1.6 |
1.3 |
1.1 |
0.96 |
|
8.4 |
2.6 |
2.6 |
2.5 |
2.1 |
1.8 |
1.5 |
1.3 |
1.1 |
0.93 |
0.79 |
|
8.5 |
2.1 |
2.1 |
2.1 |
1.8 |
1.5 |
1.3 |
1.1 |
0.90 |
0.77 |
0.65 |
|
8.6 |
1.8 |
1.8 |
1.7 |
1.5 |
1.2 |
1.0 |
0.88 |
0.75 |
0.63 |
0.54 |
|
8.7 |
1.5 |
1.5 |
1.4 |
1.2 |
1.0 |
0.87 |
0.74 |
0.62 |
0.53 |
0.45 |
|
8.8 |
1.2 |
1.2 |
1.2 |
1.0 |
0.86 |
0.73 |
0.62 |
0.52 |
0.44 |
0.37 |
|
8.9 |
1.0 |
1.0 |
1.0 |
0.85 |
0.72 |
0.61 |
0.52 |
0.44 |
0.37 |
0.32 |
|
9.0 |
0.88 |
0.88 |
0.86 |
0.73 |
0.62 |
0.52 |
0.44 |
0.37 |
0.32 |
0.27 |
|
Table 1703-4B: Freshwater Acute
Aquatic Life Criteria For Ammonia in mg N/L, Salmonids in the Genus Oncorhynchus
Absent |
|||||||||||
|
pH |
Temperature, Degrees C |
||||||||||
|
0-10 |
12 |
14 |
16 |
18 |
20 |
22 |
24 |
26 |
28 |
30 |
|
|
6.5 |
51 |
44 |
37 |
32 |
27 |
23 |
19 |
16 |
14 |
12 |
9.9 |
|
6.6 |
49 |
42 |
36 |
30 |
26 |
22 |
18 |
16 |
13 |
11 |
9.5 |
|
6.7 |
46 |
40 |
34 |
29 |
24 |
21 |
18 |
15 |
13 |
11 |
9.0 |
|
6.8 |
44 |
38 |
32 |
27 |
23 |
20 |
17 |
14 |
12 |
10 |
8.5 |
|
6.9 |
41 |
35 |
30 |
25 |
21 |
18 |
15 |
13 |
11 |
9.4 |
7.9 |
|
7.0 |
38 |
33 |
28 |
23 |
20 |
17 |
14 |
12 |
10 |
8.6 |
7.3 |
|
7.1 |
34 |
30 |
25 |
21 |
18 |
15 |
13 |
11 |
9.3 |
7.9 |
6.7 |
|
7.2 |
31 |
27 |
23 |
19 |
16 |
14 |
12 |
9.8 |
8.3 |
7.1 |
6.0 |
|
7.3 |
27 |
24 |
20 |
17 |
14 |
12 |
10 |
8.7 |
7.4 |
6.3 |
5.3 |
|
7.4 |
24 |
21 |
18 |
15 |
13 |
11 |
9.0 |
7.7 |
6.5 |
5.5 |
4.7 |
|
7.5 |
21 |
18 |
15 |
13 |
11 |
9.2 |
7.8 |
6.6 |
5.6 |
4.8 |
4.0 |
|
7.6 |
18 |
15 |
13 |
11 |
9.3 |
7.9 |
6.7 |
5.7 |
4.8 |
4.1 |
3.5 |
|
7.7 |
15 |
13 |
11 |
9.3 |
7.9 |
6.7 |
5.7 |
4.8 |
4.1 |
3.5 |
2.9 |
|
7.8 |
13 |
11 |
9.3 |
7.9 |
6.7 |
5.6 |
4.8 |
4.0 |
3.4 |
2.9 |
2.5 |
|
7.9 |
11 |
9.1 |
7.7 |
6.6 |
5.6 |
4.7 |
4.0 |
3.4 |
2.9 |
2.4 |
2.1 |
|
8.0 |
8.8 |
7.6 |
6.4 |
5.4 |
4.6 |
3.9 |
3.3 |
2.8 |
2.4 |
2.0 |
1.7 |
|
8.1 |
7.2 |
6.3 |
5.3 |
4.5 |
3.8 |
3.2 |
2.7 |
2.3 |
2.0 |
1.7 |
1.4 |
|
8.2 |
6.0 |
5.2 |
4.4 |
3.7 |
3.1 |
2.7 |
2.3 |
1.9 |
1.6 |
1.4 |
1.2 |
|
8.3 |
4.9 |
4.3 |
3.6 |
3.1 |
2.6 |
2.2 |
1.9 |
1.6 |
1.3 |
1.1 |
0.96 |
|
8.4 |
4.1 |
3.5 |
3.0 |
2.5 |
2.1 |
1.8 |
1.5 |
1.3 |
1.1 |
0.93 |
0.79 |
|
8.5 |
3.3 |
2.9 |
2.4 |
2.1 |
1.8 |
1.5 |
1.3 |
1.1 |
0.90 |
0.77 |
0.65 |
|
8.6 |
2.8 |
2.4 |
2.0 |
1.7 |
1.5 |
1.2 |
1.0 |
0.88 |
0.75 |
0.63 |
0.54 |
|
8.7 |
2.3 |
2.0 |
1.7 |
1.4 |
1.2 |
1.0 |
0.87 |
0.74 |
0.62 |
0.53 |
0.45 |
|
8.8 |
1.9 |
1.7 |
1.4 |
1.2 |
1.0 |
0.86 |
0.73 |
0.62 |
0.52 |
0.44 |
0.37 |
|
8.9 |
1.6 |
1.4 |
1.2 |
1.0 |
0.85 |
0.72 |
0.61 |
0.52 |
0.44 |
0.37 |
0.32 |
|
9.0 |
1.4 |
1.2 |
1.0 |
0.86 |
0.73 |
0.62 |
0.52 |
0.44 |
0.37 |
0.32 |
0.27 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1703.26 Freshwater Chronic Aquatic
Life Criteria For Ammonia.
(a) Subject to (b) through (d), below, Table 1703-4C shall
be used to determine freshwater chronic aquatic life criteria for ammonia, in
mg N/L.
(b) The freshwater chronic water quality criteria for
ammonia in Table 1703-4C have been calculated by adding the value found by
dividing 0.0278 by the sum of one plus 10 raised to the power of 7.688
minus the pH to the value found by dividing 1.1994 by one plus 10 raised to the
power of pH minus 7.688, and multiplying the resulting value by 0.8876
multiplied by the value resulting from multiplying 2.126 by 10 raised to the
power of 0.028 times the value of 20 minus the greater of the temperature
or 7, as shown in the following equation:
Freshwater Chronic Criteria for Ammonia:
Criteria = 0.8876 x [0.0278/(1+10 7.688-pH) +
1.1994/(1+10 pH-7.688)] x [2.126 x 10 0.028 x (20-MAX(T,7))]
Where MAX indicates the greater of the two values separated by a comma.
(c) The chronic criteria in Table 1703-4C represent a 30-day
rolling average, but the highest 4-day average within any 30-day averaging
period shall not exceed 2.5 times the chronic criteria.
(d) The equation described in (b), above, shall be used to
calculate criteria at unlisted pH and temperature values.
(e) Table 1703-4C shall be as follows:
|
Table 1703-4C: Freshwater Chronic
Aquatic Life Criteria For Ammonia in mg N/L |
|||||||||||||
|
pH |
Temperature, Degrees C |
||||||||||||
|
0-7 |
8 |
10 |
12 |
14 |
16 |
18 |
20 |
22 |
24 |
26 |
28 |
30 |
|
|
6.5 |
4.9 |
4.6 |
4.1 |
3.6 |
3.1 |
2.8 |
2.4 |
2.1 |
1.9 |
1.6 |
1.5 |
1.3 |
1.1 |
|
6.6 |
4.8 |
4.5 |
4.0 |
3.5 |
3.1 |
2.7 |
2.4 |
2.1 |
1.8 |
1.6 |
1.4 |
1.3 |
1.1 |
|
6.7 |
4.8 |
4.5 |
3.9 |
3.5 |
3.0 |
2.7 |
2.3 |
2.1 |
1.8 |
1.6 |
1.4 |
1.2 |
1.1 |
|
6.8 |
4.6 |
4.4 |
3.8 |
3.4 |
3.0 |
2.6 |
2.3 |
2.0 |
1.8 |
1.6 |
1.4 |
1.2 |
1.1 |
|
6.9 |
4.5 |
4.2 |
3.7 |
3.3 |
2.9 |
2.5 |
2.2 |
2.0 |
1.7 |
1.5 |
1.3 |
1.2 |
1.0 |
|
7.0 |
4.4 |
4.1 |
3.6 |
3.2 |
2.8 |
2.4 |
2.2 |
1.9 |
1.7 |
1.5 |
1.3 |
1.1 |
0.99 |
|
7.1 |
4.2 |
3.9 |
3.5 |
3.0 |
2.7 |
2.3 |
2.1 |
1.8 |
1.6 |
1.4 |
1.2 |
1.1 |
0.95 |
|
7.2 |
4.0 |
3.7 |
3.3 |
2.9 |
2.5 |
2.2 |
2.0 |
1.7 |
1.5 |
1.3 |
1.2 |
1.0 |
0.90 |
|
7.3 |
3.8 |
3.5 |
3.1 |
2.7 |
2.4 |
2.1 |
1.8 |
1.6 |
1.4 |
1.3 |
1.1 |
0.97 |
0.85 |
|
7.4 |
3.5 |
3.3 |
2.9 |
2.5 |
2.2 |
2.0 |
1.7 |
1.5 |
1.3 |
1.2 |
1.0 |
0.90 |
0.79 |
|
7.5 |
3.2 |
3.0 |
2.7 |
2.3 |
2.1 |
1.8 |
1.6 |
1.4 |
1.2 |
1.1 |
0.95 |
0.83 |
0.73 |
|
7.6 |
2.9 |
2.8 |
2.4 |
2.1 |
1.9 |
1.6 |
1.4 |
1.3 |
1.1 |
0.98 |
0.86 |
0.76 |
0.67 |
|
7.7 |
2.6 |
2.4 |
2.2 |
1.9 |
1.7 |
1.5 |
1.3 |
1.1 |
1.0 |
0.88 |
0.78 |
0.68 |
0.60 |
|
7.8 |
2.3 |
2.2 |
1.9 |
1.7 |
1.5 |
1.3 |
1.2 |
1.0 |
0.89 |
0.79 |
0.69 |
0.61 |
0.53 |
|
7.9 |
2.1 |
1.9 |
1.7 |
1.5 |
1.3 |
1.2 |
1.0 |
0.89 |
0.79 |
0.69 |
0.61 |
0.53 |
0.47 |
|
8.0 |
1.8 |
1.7 |
1.5 |
1.3 |
1.1 |
1.0 |
0.88 |
0.78 |
0.68 |
0.60 |
0.53 |
0.44 |
0.41 |
|
8.1 |
1.5 |
1.5 |
1.3 |
1.1 |
0.99 |
0.87 |
0.76 |
0.67 |
0.59 |
0.52 |
0.46 |
0.40 |
0.35 |
|
8.2 |
1.3 |
1.2 |
1.1 |
0.96 |
0.84 |
0.74 |
0.65 |
0.57 |
0.50 |
0.44 |
0.39 |
0.34 |
0.30 |
|
8.3 |
1.1 |
1.1 |
0.93 |
0.82 |
0.72 |
0.63 |
0.55 |
0.49 |
0.43 |
0.38 |
0.33 |
0.29 |
0.26 |
|
8.4 |
0.95 |
0.89 |
0.79 |
0.69 |
0.61 |
0.53 |
0.47 |
0.41 |
0.36 |
0.32 |
0.28 |
0.25 |
0.22 |
|
8.5 |
0.80 |
0.75 |
0.67 |
0.58 |
0.51 |
0.45 |
0.40 |
0.35 |
0.31 |
0.27 |
0.24 |
0.21 |
0.18 |
|
8.6 |
0.68 |
0.64 |
0.56 |
0.49 |
0.43 |
0.38 |
0.33 |
0.29 |
0.26 |
0.23 |
0.20 |
0.18 |
0.15 |
|
8.7 |
0.57 |
0.54 |
0.47 |
0.42 |
0.37 |
0.32 |
0.28 |
0.25 |
0.22 |
0.19 |
0.17 |
0.15 |
0.13 |
|
8.8 |
0.49 |
0.46 |
0.40 |
0.35 |
0.31 |
0.27 |
0.24 |
0.21 |
0.19 |
0.16 |
0.14 |
0.13 |
0.11 |
|
8.9 |
0.42 |
0.39 |
0.34 |
0.30 |
0.27 |
0.23 |
0.21 |
0.18 |
0.16 |
0.14 |
0.12 |
0.11 |
0.09 |
|
9.0 |
0.36 |
0.34 |
0.30 |
0.26 |
0.23 |
0.20 |
0.18 |
0.16 |
0.14 |
0.12 |
0.11 |
0.09 |
0.08 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.27 Saltwater Acute Aquatic Life Criteria for
Ammonia at a Salinity of 10 g/kg.
The values shown in Table 1703-5 shall be used to determine saltwater
acute aquatic life criteria for ammonia, in milligrams of NH3 per
liter (mg NH3/L), for a salinity of 10 g/kg:
|
Table 1703-5: Saltwater Acute Aquatic
Life Criteria for Ammonia in mg NH3/L; Salinity = 10 g/kg |
||||||||
|
pH |
Temperature (°C) |
|||||||
|
0 |
5 |
10 |
15 |
20 |
25 |
30 |
35 |
|
|
7.0 |
270 |
191 |
131 |
92 |
62 |
44 |
29 |
21 |
|
7.2 |
175 |
121 |
83 |
58 |
40 |
27 |
19 |
13 |
|
7.4 |
110 |
77 |
52 |
35 |
25 |
17 |
12 |
8.3 |
|
7.6 |
69 |
48 |
33 |
23 |
16 |
11 |
7.7 |
5.6 |
|
7.8 |
44 |
31 |
21 |
15 |
10 |
7.1 |
5.0 |
3.5 |
|
8.0 |
27 |
19 |
13 |
9.4 |
6.4 |
4.6 |
3.1 |
2.3 |
|
8.2 |
18 |
12 |
8.5 |
5.8 |
4.2 |
2.9 |
2.1 |
1.5 |
|
8.4 |
11 |
7.9 |
5.4 |
3.7 |
2.7 |
1.9 |
1.4 |
1.0 |
|
8.6 |
7.3 |
5.0 |
3.5 |
2.5 |
1.8 |
1.3 |
0.98 |
0.75 |
|
8.8 |
4.6 |
3.3 |
2.3 |
1.7 |
1.2 |
0.92 |
0.71 |
0.56 |
|
9.0 |
2.9 |
2.1 |
1.5 |
1.1 |
0.85 |
0.67 |
0.52 |
0.44 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1703.28 Saltwater Acute Aquatic Life
Criteria for Ammonia at a Salinity of 20 g/kg. The values shown in Table 1703-6 shall be
used to determine saltwater acute aquatic life criteria for ammonia, in mg NH3
/L, for a salinity of 20 g/kg:
|
Table 1703-6: Saltwater Acute Aquatic
Life Criteria for Ammonia in mg NH3/L; Salinity = 20 g/kg |
||||||||
|
pH |
Temperature (°C) |
|||||||
|
0 |
5 |
10 |
15 |
20 |
25 |
30 |
35 |
|
|
7.0 |
291 |
200 |
137 |
96 |
64 |
44 |
31 |
21 |
|
7.2 |
183 |
125 |
87 |
60 |
42 |
29 |
20 |
14 |
|
7.4 |
116 |
79 |
54 |
37 |
27 |
18 |
12 |
8.7 |
|
7.6 |
73 |
50 |
35 |
23 |
17 |
11 |
7.9 |
5.6 |
|
7.8 |
46 |
31 |
23 |
15 |
11 |
7.5 |
5.2 |
3.5 |
|
8.0 |
29 |
20 |
14 |
9.8 |
6.7 |
4.8 |
3.3 |
2.3 |
|
8.2 |
19 |
13 |
8.9 |
6.2 |
4.4 |
3.1 |
2.1 |
1.6 |
|
8.4 |
12 |
8.1 |
5.6 |
4.0 |
2.9 |
2.0 |
1.5 |
1.1 |
|
8.6 |
7.5 |
5.2 |
3.7 |
2.7 |
1.9 |
1.4 |
1.0 |
0.77 |
|
8.8 |
4.8 |
3.3 |
2.5 |
1.7 |
1.3 |
0.94 |
0.73 |
0.56 |
|
9.0 |
3.1 |
2.3 |
1.6 |
1.2 |
0.87 |
0.69 |
0.54 |
0.44 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1703.29 Saltwater Acute Aquatic Life
Criteria for Ammonia at a Salinity of 30 g/kg. The values shown in Table
1703-7 shall be used to determine saltwater acute aquatic life criteria for
ammonia, in mg NH3 /L, for a salinity of 30 g/kg:
|
Table 1703-7: Saltwater Acute Aquatic
Life Criteria for Ammonia in mg NH3/L; Salinity = 30 g/kg |
||||||||
|
pH |
Temperature (°C) |
|||||||
|
0 |
5 |
10 |
15 |
20 |
25 |
30 |
35 |
|
|
7.0 |
312 |
208 |
148 |
102 |
71 |
48 |
33 |
23 |
|
7.2 |
196 |
135 |
94 |
64 |
44 |
31 |
21 |
15 |
|
7.4 |
125 |
85 |
58 |
40 |
27 |
19 |
13 |
9.4 |
|
7.6 |
79 |
54 |
37 |
25 |
21 |
12 |
8.5 |
6.0 |
|
7.8 |
50 |
33 |
23 |
16 |
11 |
7.9 |
5.4 |
3.7 |
|
8.0 |
31 |
21 |
15 |
10 |
7.3 |
5.0 |
3.5 |
2.5 |
|
8.2 |
20 |
14 |
9.6 |
6.7 |
4.6 |
3.3 |
2.3 |
1.7 |
|
8.4 |
12.7 |
8.7 |
6.0 |
4.2 |
2.9 |
2.1 |
1.6 |
1.1 |
|
8.6 |
8.1 |
5.6 |
4.0 |
2.7 |
2.0 |
1.4 |
1.1 |
0.81 |
|
8.8 |
5.2 |
3.5 |
2.5 |
1.8 |
1.3 |
1.0 |
0.75 |
0.58 |
|
9.0 |
3.3 |
2.3 |
1.7 |
1.2 |
0.94 |
0.71 |
0.56 |
0.46 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.30 Saltwater Chronic Aquatic Life Criteria
for Ammonia at a Salinity of 10 g/kg.
The values shown in Table 1703-8 shall be used to determine saltwater
chronic aquatic life criteria for ammonia, in mg NH3 /L, for a salinity of 10
g/kg:
|
Table 1703-8:
Saltwater Chronic Aquatic Life Criteria for Ammonia in mg NH3/L;
Salinity = 10 g/kg |
||||||||
|
pH |
Temperature (°C) |
|||||||
|
0 |
5 |
10 |
15 |
20 |
25 |
30 |
35 |
|
|
7.0 |
41 |
29 |
20 |
14 |
9.4 |
6.6 |
4.4 |
3.1 |
|
7.2 |
26 |
18 |
12 |
8.7 |
5.9 |
4.1 |
2.8 |
2.0 |
|
7.4 |
17 |
12 |
7.8 |
5.3 |
3.7 |
2.6 |
1.8 |
1.2 |
|
7.6 |
10 |
7.2 |
5.0 |
3.4 |
2.4 |
1.7 |
1.2 |
0.84 |
|
7.8 |
6.6 |
4.7 |
3.1 |
2.2 |
1.5 |
1.1 |
0.75 |
0.53 |
|
8.0 |
4.1 |
2.9 |
2.0 |
1.40 |
0.97 |
0.69 |
0.47 |
0.34 |
|
8.2 |
2.7 |
1.8 |
1.3 |
0.87 |
0.62 |
0.44 |
0.31 |
0.23 |
|
8.4 |
1.7 |
1.2 |
0.81 |
0.56 |
0.41 |
0.29 |
0.21 |
0.16 |
|
8.6 |
1.1 |
0.75 |
0.53 |
0.37 |
0.27 |
0.20 |
0.15 |
0.11 |
|
8.8 |
0.69 |
0.50 |
0.34 |
0.25 |
0.18 |
0.14 |
0.11 |
0.08 |
|
9.0 |
0.44 |
0.31 |
0.23 |
0.17 |
0.13 |
0.10 |
0.08 |
0.07 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.31 Saltwater Chronic Aquatic Life Criteria
for Ammonia at a Salinity of 20 g/kg.
The values shown in Table 1703-9 shall be used to determine saltwater
chronic aquatic life criteria for ammonia, in mg NH3 /L, for a salinity of 20
g/kg:
|
Table 1703-9:
Saltwater Chronic Aquatic Life Criteria for Ammonia in mg NH3/L; Salinity =
20 g/kg |
||||||||
|
pH |
Temperature (°C) |
|||||||
|
0 |
5 |
10 |
15 |
20 |
25 |
30 |
35 |
|
|
7.0 |
44 |
30 |
21 |
14 |
9.7 |
6.6 |
4.7 |
3.1 |
|
7.2 |
27 |
19 |
13 |
9.0 |
6.2 |
4.4 |
3.0 |
2.1 |
|
7.4 |
18 |
12 |
8.1 |
5.6 |
4.1 |
2.7 |
1.9 |
1.3 |
|
7.6 |
11 |
7.5 |
5.3 |
3.4 |
2.5 |
1.7 |
1.2 |
0.84 |
|
7.8 |
6.9 |
4.7 |
3.4 |
2.3 |
1.6 |
1.1 |
0.78 |
0.53 |
|
8.0 |
4.4 |
3.0 |
2.1 |
1.5 |
1.0 |
0.72 |
0.50 |
0.34 |
|
8.2 |
2.8 |
1.9 |
1.3 |
0.94 |
0.66 |
0.47 |
0.31 |
0.24 |
|
8.4 |
1.8 |
1.2 |
0.84 |
0.59 |
0.44 |
0.30 |
0.22 |
0.16 |
|
8.6 |
1.1 |
0.78 |
0.56 |
0.41 |
0.28 |
0.20 |
0.15 |
0.12 |
|
8.8 |
0.72 |
0.50 |
0.37 |
0.26 |
0.19 |
0.14 |
0.11 |
0.08 |
|
9.0 |
0.47 |
0.34 |
0.24 |
0.18 |
0.13 |
0.10 |
0.08 |
0.07 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1703.32 Saltwater Chronic Aquatic
Life Criteria for Ammonia at a Salinity of 30g/kg. The values shown in table 1703-10 shall be
used to determine saltwater chronic aquatic life criteria for ammonia, in mg
NH3 /L, for a salinity of 30 g/kg:
|
Table 1703-10:
Saltwater Chronic Aquatic Life Criteria for Ammonia in mg NH3/L; Salinity =
30 g/kg |
||||||||
|
pH |
Temperature (°C) |
|||||||
|
0 |
5 |
10 |
15 |
20 |
25 |
30 |
35 |
|
|
7.0 |
47 |
31 |
22 |
15 |
11 |
7.2 |
5.0 |
3.4 |
|
7.2 |
29 |
20 |
14 |
9.7 |
6.6 |
4.7 |
3.1 |
2.2 |
|
7.4 |
19 |
13 |
8.7 |
5.9 |
4.1 |
2.9 |
2.0 |
1.4 |
|
7.6 |
12 |
8.1 |
5.6 |
3.7 |
3.1 |
1.8 |
1.3 |
0.90 |
|
7.8 |
7.5 |
5.0 |
3.4 |
2.4 |
1.7 |
1.2 |
0.81 |
0.56 |
|
8.0 |
4.7 |
3.1 |
2.2 |
1.6 |
1.1 |
0.75 |
0.53 |
0.37 |
|
8.2 |
3.0 |
2.1 |
1.4 |
1.0 |
0.69 |
0.50 |
0.34 |
0.25 |
|
8.4 |
1.9 |
1.3 |
0.90 |
0.62 |
0.44 |
0.31 |
0.23 |
0.17 |
|
8.6 |
1.2 |
0.84 |
0.59 |
0.41 |
0.30 |
0.22 |
0.16 |
0.12 |
|
8.8 |
0.78 |
0.53 |
0.37 |
0.27 |
0.20 |
0.15 |
0.11 |
0.09 |
|
9.0 |
0.50 |
0.34 |
0.26 |
0.19 |
0.14 |
0.11 |
0.08 |
0.07 |
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1703.33 Freshwater Aquatic Life
Criteria for Pentachlorophenol.
(a) To calculate the freshwater aquatic
life acute criteria, in μg/L, for pentachlorophenol, the exponent “e”
shall be raised to the power “x” where “x” is equal to the parenthetical
expression 1.005 multiplied by the pH and to which product the value of 4.869
shall be subtracted, as follows:
Acute Criteria = ex where
x = [ 1.005 (pH) - 4.869 ]
(b)
To calculate the freshwater aquatic life chronic criteria, in μg/L,
for pentachlorophenol, the exponent “e” shall be raised to the power “x” where
“x” is equal to the parenthetical expression 1.005 multiplied by the pH and to
which product the value of 5.134 shall be subtracted, as follows:
Chronic Criteria = ex where
x = [ 1.005 (pH) - 5.134 ]
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1703.34 Freshwater
Aquatic Life Criteria for Selenium.
Compliance with the freshwater aquatic life criteria for selenium shall be determined
using egg-ovary fish tissue measurements, if available and applicable, or, in
the alternative using, whole-body or muscle fish tissue measurements, if
available, and if neither are available then using the water column values
shown in Table 1703-11, below, for the freshwater aquatic life protection
criteria:
Table
1703-11: Freshwater Selenium Ambient Chronic Water
Quality Criteria for Protection of Aquatic Life
|
Media |
Fish Tissue |
Water Column |
||
|
Measurement |
Egg/Ovary |
Fish Whole Body or Muscle |
Monthly Average Exposure |
Intermittent Exposure |
|
Criteria |
15.1 mg/kg dw |
8.5 mg/kg dw whole body or 11.3 mg/kg dw muscle (skinless, boneless filet) |
1.5 µg/L in lentic aquatic systems 3.1 µg/L in lotic aquatic systems |
Criteriaint exp = [Criteriamonthly average – Cbkgrnd(1-fint)]
/ fint |
Source. #14203, eff
2-26-25
Env-Wq 1703.35
Notes for
Table 1703-11.
(a) Fish tissue
measures, egg-ovary and whole-body or muscle, shall be instantaneous measures
expressed as steady-state and shall not be exceeded.
(b) Water column values shall be based on
the total of the dissolved species of selenium in water. Water column values
shall be the applicable criterion in the absence of fish tissue in a
steady-state condition and shall not be exceeded more than once in 3-years.
(c) Intermittent
exposure criteria (Criteriaint exp) shall be the Criteriamonthly
average from the monthly measurements, for either lentic or lotic waters, minus
the Cbkgrnd which is the average background selenium concentration
times one minus the fint which is the fraction of any 30-day period
during which elevated selenium concentrations occur, the difference of which is
divided by the fint.
Source. #14203, eff
2-26-25
PART Env-Wq 1704 ALTERNATIVE SITE-SPECIFIC
CRITERIA
Env-Wq 1704.01 Purpose. The purpose of this part is to establish a
procedure for determining alternative site-specific criteria in the following
cases:
(a)
For toxic substances not listed in Env-Wq 1703.21 through Env-Wq
1703.33;
(b)
Where site-specific information is available and substantiates the use
of different criteria; or
(c)
Where new information that was not considered in the development of the
criteria becomes available.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1704.02 Procedures for Site-Specific Human Health
Criteria. The procedure for
determining alternative site-specific criteria for the protection of human
health shall be as specified in EPA’s “Methodology for Deriving Ambient Water
Quality Criteria for the Protection of Human Health,” EPA 822-B-00-004, dated
October 2000, and the following accompanying technical support documents, all
of which are available as noted in Appendix B:
(a)
Volume 1: Risk Assessment”, EPA 822-B-00-005, dated October 2000;
(b)
“Volume 2: Development of National Bioaccumulation Factors”,
EPA-822-R-03-030, dated December 2003; and
(c)
“Volume 3: Development of Site-Specific Bioaccumulation Factors”,
EPA-822-R-09-008, dated September 2009.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1704.03 Procedures for Site-Specific Nutrient Criteria.
(a) Subject to the criteria in Env-Wq 1703.14,
Env-Wq 1703.25 through 1703.33, and the procedure in Env-Wq 1704.03(b), the
following shall be acceptable procedures for determining alternative
site-specific nutrient criteria:
(1) Adopting the nutrient target concentration or
load from an EPA approved total maximum daily load (TMDL) study pursuant to 40
CFR 130.7;
(2) Adopting the nutrient target concentration or
load from an advance restoration plan;
(3) Adopting one of the following federal
requirements:
a. Criteria published by EPA
pursuant to 33 U.S.C. 1314(a)(1); or
b. The ambient targets and
commensurate flows applied in permits issued pursuant to 40 CFR 122;
(4) Approaches in the “Nutrient Criteria
Technical Guidance Manual Rivers and Streams”, EPA-822-B-00-002 dated July
2000, available as noted in Appendix B;
(5) Approaches in the “Nutrient Criteria
Technical Guidance Manual Lakes and Reservoirs”, EPA-822-B00-001 dated April
2000, available as noted in Appendix B;
(6) Approaches in the “Nutrient Criteria
Technical Guidance Manual Estuary and Coastal Marine Waters”, EPA-822-B01-003
dated October 2001, available as noted in Appendix B;
(7) Approaches in the “Nutrient Criteria
Technical Guidance Manual Wetlands”, EPA-822-B-08-001 dated June 2008,
available as noted in Appendix B; and
(8) Approaches in “Using Stressor-response
Relationships to Derive Numeric Nutrient Criteria”,
EPA-820-S-10-001 dated November 2010, available as noted in Appendix B.
(b) Modeling conducted to determine alternative
site-specific nutrient criteria shall be conducted as specified in EPA’s
“Guidance on the Development, Evaluation, and Application of Environmental
Models”, EPA-100-K-09-003 dated March 2009, available as noted in Appendix B
Source. #14203, eff
2-26-25
Env-Wq 1704.04 Modifications to Surface Water Quality
Standards. If the department
determines, based on scientifically valid documentation, that alternative
site-specific criteria will protect the existing and designated uses of the
waterbody, the department shall revise these rules to incorporate those
criteria.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25 (formerly Env-Wq 1704.03)
PART Env-Wq 1705 PERMITTING RELATED
STANDARDS
Env-Wq 1705.01 Assimilative Capacity.
(a)
Subject to (b) and Env-Wq 1705.03, below, the department shall hold not
less than 10 percent of the assimilative capacity of each surface water in
reserve to provide for future needs.
(b)
For purposes of combined sewer overflows, the department shall determine
compliance based on 99 percent of the assimilative capacity of the receiving
surface water.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1705.02 Dilution and Conditions for Permitting.
(a)
The ambient upstream flow used to calculate permit limits shall be as
specified in (b) through (g), below.
(b)
For tidal waters, the low flow condition shall be equivalent to the
conditions that result in a dilution that is exceeded 99 percent of the time.
(c)
For non-tidal rivers and streams, permit limits for all human health
criteria for carcinogens shall be developed based on the long-term harmonic
mean flow, which is the number of daily flow measurements divided by the sum of
the reciprocals of the daily flows.
(d)
Permit limits to meet nutrient criteria including, but not limited to,
nitrogen and phosphorus species, shall be based on the following downstream
ambient targets and flows:
a.
Site-specific criteria adopted pursuant to Env-Wq 1704;
b. An EPA approved total
maximum daily load (TMDL) study pursuant to 40 CFR 130.7; or
c. One of the following
federal requirements if deemed by the department to be protective of all
existing and designated uses:
1. Criteria published by EPA pursuant to 33 U.S.C.
1314(a)(1); or
2. Permits issued pursuant
to 40 CFR 122; and
(2) The flows for nutrients used in the
reasonable potential analysis shall be commensurate to, as applicable:
a. Site-specific nutrient criteria adopted
pursuant to Env-Wq 1704;
b. Established conditions for the nutrient
target in an EPA approved TMDL;
c. Nutrient target used in criteria published by
EPA pursuant to 33 U.S.C. 1314(a)(1); or
d. Nutrient target used in permits issued
pursuant to 40 CFR 122.
(e)
For non-tidal rivers and streams, permit limits to prevent ammonia
toxicity in aquatic life shall be based on a flow equal to the 7Q10 flow.
(f)
Nutrient effluent permit limits shall be based on the 7Q10 flow if the
nutrient limit is needed to achieve compliance with other water quality
criteria that must have permit limits based on the 7Q10 flow in accordance with
(g) below.
(g)
For non-tidal rivers and streams, permit limits for all non-nutrient
aquatic life criteria and human health criteria for non-carcinogens shall be
based on the 7Q10 flow except as described in Env-Wq 1705.02(d)(2) through Env-Wq 1705.02(f), above.
(h)
To the maximum extent practicable, data used for setting permit limits
and calculating reasonable potential pursuant to 40 CFR 122.44(d)(1)(ii) shall
be based upon:
(1) Data, modeling, or reasonable estimates of
the ambient condition representative in space and time of the limiting
conditions as defined in (a) through (g) above, for a particular criterion; and
(2) Data, modeling, or reasonable estimates of
the ambient condition representative of the conditions on which a criterion is
based.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16
New. #14203, eff 2-26-25
Env-Wq 1705.03 Restoration Permitting.
(a)
Temporary and infrequent impacts resulting from ecological restoration
projects approved by the department shall be exempt from the assimilative
capacity requirements of Env-Wq 1705.01 and dilution requirements of Env-Wq
1705.02.
(b)
Any water quality or water quantity impacts from ecological restoration
projects approved by the department shall be minimized to the extent
practicable.
Source. #14203, eff
2-26-25
PART Env-Wq
1706 SAMPLING AND ANALYSIS
Env-Wq 1706.01 Procedures.
(a)
Unless alternative procedures are specified in the surface water
discharge permit, all procedures used for the purpose of collecting,
preserving, and analyzing samples shall be as specified in 40 CFR Part 136 for
wastewater and 40 CFR Part 141 for drinking water.
(b) All methods approved in 40 CFR 136 for
bacteria testing, as well as analytical methods approved for use in national
shellfish sanitation programs as specified pursuant to RSA 485-A:8, V, shall be
approved methods for NPDES permit compliance.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
PART Env-Wq 1707
MIXING ZONES
Env-Wq
1707.01 Designation of Mixing Zones.
(a) Because RSA 485-A:8, I prohibits the
discharge of any sewage or other wastes into class A waters, mixing zones shall
be prohibited in such waters.
(b)
For class B waters, the department shall designate a limited area or
volume of the surface water as a mixing zone if the applicant provides
sufficient scientifically valid documentation to allow the department to
independently determine that all criteria in Env-Wq 1707.02 have been met.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1707.02 Criteria
for Approval of Mixing Zones. The department shall not approve a mixing
zone unless the
proposed mixing zone:
(a) Meets the criteria in Env-Wq 1703.03(c)(1);
(b)
Does not interfere with biological communities or populations of
indigenous species;
(c)
Does not result in the accumulation of pollutants in the sediments or
biota;
(d)
Allows a zone of passage for swimming and drifting organisms;
(e)
Does not interfere with existing and designated uses of the surface
water;
(f)
Does not impinge upon spawning grounds or nursery areas, or both, of any
indigenous aquatic species;
(g)
Does not result in the mortality
of any plants, animals, humans, or aquatic life within the mixing zone;
(h) Does not exceed the chronic toxicity value of
1.0 TUc at the mixing zone boundary; and
(i)
Does not result in an overlap with
another mixing zone.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1707.03 Conditions for Mixing Zones. If the department approves a mixing zone, the
department shall
include such conditions as are needed to ensure that the criteria on which the
approval is based are met.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1707.04 Technical Standards. Mixing zones shall be established in
accordance with “Technical Support Document for Water Quality-based Toxics
Control”, EPA/505/2-90-001, dated March 1991, available as noted in Appendix B.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
PART
Env-Wq 1708 ANTIDEGRADATION
Env-Wq 1708.01 Purpose. The purpose of these antidegradation rules is
to ensure that the following requirements of 40 CFR 131.12 are met:
(a)
Existing uses and the level of water quality necessary to protect the
existing uses shall be maintained and protected;
(b)
Where the quality of a surface water exceeds the level necessary to
support recreation in and on the water and propagation of fish, shellfish, and
wildlife, such quality shall be maintained and protected, subject to the
following:
(1) The department shall not approve a proposed
discharge or activity that would cause a significant change in water quality as
specified in Env-Wq 1708.09 unless the department finds, after full
satisfaction of the intergovernmental coordination and public participation
requirements and the analysis required by Env-Wq 1708.10, that allowing lower
water quality is necessary to accommodate important economic or social
development in the area in which the surface water is located; and
(2) The department shall not approve any proposed
discharge or activity that might cause degradation or
lower water quality, without such conditions as are necessary to ensure that:
a. Water quality will be adequate to fully
protect existing uses;
b. The highest statutory and regulatory
requirements will be achieved for all new and existing point sources; and
c. All cost effective and reasonable best
management practices for nonpoint source control will be implemented;
(c)
Where high quality waters constitute an outstanding resource waters
(ORW), that water quality shall be maintained and protected; and
(d)
In those cases where a potential water quality impairment is associated
with a thermal discharge, the antidegradation rules shall ensure that the
requirements of Section 316 of the Clean Water Act are met.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.02 Applicability. Antidegradation shall apply to:
(a)
Any proposed new or increased activity, including point source and
nonpoint source discharges of pollutants, that would lower water quality or
adversely affect existing or designated uses;
(b) Any proposed increase in loadings to a
waterbody when the proposal is associated with existing activities;
(c)
Any increase in flow alteration over an existing alteration; and
(d)
Any hydrologic modifications, such as dam construction and water
withdrawals.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.03 Protection of Existing Uses.
(a)
A proposed discharge or activity shall not eliminate any existing uses
or the water quality needed to maintain and protect those uses.
(b)
The department shall determine the existing uses for the waters in
question using the information provided pursuant to Env-Wq
1708.07.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.04 Protection of Water Quality in ORW.
(a) Surface waters of national forests and
surface waters designated as natural under RSA 483:7-a, I, shall be considered
outstanding resource waters (ORW).
(b)
Subject to (c), below, water quality shall be maintained and protected
in surface waters that constitute ORW.
(c)
The department shall allow a
limited activity, or point or nonpoint source discharge to an ORW only if:
(1) The discharge or activity will result in no
more than temporary and short-term changes in water quality, wherein “temporary
and short term” means that degradation is limited to the shortest possible
time;
(2) The discharge or activity will not
permanently degrade water quality or result at any time in water quality lower
than that necessary to protect the existing and designated uses in the ORW; and
(3) All practical means of minimizing water quality degradation are implemented.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.05 Protection of Class A Waters.
(a)
As specified in RSA 485-A:8, I, discharges of sewage or waste to class A
waters shall be prohibited.
(b)
Proposed new or increased activities that the department determines do
not involve the discharge of sewage or waste shall be reviewed in accordance
with this part.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.06 Protection of Water Quality in High
Quality Waters.
(a)
Subject to (b) through (d), below, high quality waters shall be
maintained and protected.
(b)
The department shall evaluate and authorize insignificant changes in
water quality as specified in Env-Wq 1708.09.
(c)
The department shall allow degradation of significant increments of
water quality, as determined in accordance with Env-Wq 1708.09, in high quality
waters only if the applicant can demonstrate to the department, in accordance
with Env-Wq 1708.10, that allowing the water quality degradation is necessary
to accommodate important economic or social development in the area in which
the receiving waters are located.
(d)
If the waterbody is class A water, the requirements of Env-Wq 1708.05
also shall apply.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.07 Submittal of Data. The applicant shall provide all information
necessary to:
(a)
Identify all existing uses, including:
(1)
Freshwater, estuarine, and marine aquatic life present in the affected
surface waters;
(2) Other wildlife that use or otherwise are
dependent on the affected surface waters;
(3) Presence of water quality and physical
habitat that support, or would support, aquatic life or other animal or plant
life;
(4) Presence of indigenous species and
communities;
(5) Presence of a specialized use of the
waterbody, such as a spawning area or as a habitat for a federally- or
state-listed threatened or endangered species;
(6) Use of the surface waters for recreation in
or on the water, such as fishing, swimming, and boating, or use of the surface
waters for commercial activity; and
(7) Whether or not current conditions or uses of
the surface waters conflict with achieving and maintaining goal uses of the CWA
at Section 101(a)(2) and the primary CWA objective to restore and maintain
the chemical, physical, and biological integrity of the nation’s surface
waters;
(b)
Determine the level of water quality necessary to maintain and protect
all uses identified in (a), above;
(c)
Evaluate the potential impacts on existing uses due to the proposed
discharge or activity by itself, and in combination with other discharges or
activities presently occurring;
(d)
Ensure that existing uses and the level of water quality necessary to
protect those uses will be maintained and protected;
(e)
Evaluate the magnitude, duration, and upstream and downstream extent of
any lowering of high quality water due to the proposed discharge or activity by
itself, and in combination with other discharges or activities presently
occurring;
(f)
Evaluate other factors as necessary to determine whether the proposed
activity would cause significant or insignificant degradation, in accordance
with Env-Wq 1708.09;
(g)
If the discharge or activity is determined by the department to be
significant, in accordance with Env-Wq 1708.08 and Env-Wq 1708.09, determine if
a proposed lowering of water quality is necessary to achieve important economic
or social development in accordance with Env-Wq 1708.10; and
(h)
Ensure that all water quality criteria applicable to the waterbody in
question will not be violated.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.08 Assessing Waterbodies.
(a)
The applicant shall characterize the existing water quality and
determine whether there is remaining assimilative capacity for each parameter
in question.
(b)
Existing water quality shall be calculated in accordance with Env-Wq
1705.02, based on point sources discharging at their allowed loadings and the
highest loadings anticipated from nonpoint sources.
(c)
Where flows will or might be altered, existing conditions shall be
established based on the existing maximum allowed water withdrawals or
impoundment, diversion, or fluctuation of stream flow, as applicable.
(d)
Remaining assimilative capacity shall be evaluated by comparing existing
water quality, as specified in (b) and (c), above, to the state’s water quality
criteria.
(e)
If the type and frequency of the proposed discharge or activity will or
might cause the waterbody to be impacted at flows other than those listed in
Env-Wq 1705.02, the applicant shall evaluate the impact of the proposed
discharge at those other flows.
(f)
Subject to (h), below, if the department determines, based on the
information submitted, that there is no remaining assimilative capacity for a
specific parameter, no further degradation with regard to that parameter shall
be allowed.
(g)
Subject to (h), below, if the department determines, based on the
information submitted, that there is some remaining assimilative capacity, then
the department shall proceed in accord with Env-Wq 1708.09.
(h)
Determinations made pursuant to (f) or (g), above, shall account for
Env-Wq 1705.01, which requires the department to reserve no less than 10% of a
surface water’s assimilative capacity.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.09 Significant or Insignificant Determination.
(a) Any discharge or activity that is projected
to use 20% or more of the remaining assimilative capacity for a water quality
criterion shall be considered a significant lowering of water quality.
(b)
The department shall not approve a discharge or activity that will cause
a significant lowering of water quality unless the applicant demonstrates, in
accordance with Env-Wq 1708.10, that the proposed lowering of water quality is
necessary to achieve important economic or social development in the area where
the waterbody is located.
(c)
Subject to (e), below, any applicant proposing an activity that will
cause an insignificant lowering of water quality shall not be required to
demonstrate that the activity is necessary to provide important economic or
social development, provided the applicant implements best management practices
to minimize degradation.
(d)
Activities allowed under (c), above shall include, but not be limited
to:
(1)
Short term or intermittent discharges such as hydrostatic testing of
pipelines, fire pump test water, and uncontaminated stormwater discharges or
site clean-up activities;
(2) Permanent discharges such as uncontaminated
noncontact cooling water, uncontaminated groundwater seepage, or unchlorinated
or dechlorinated swimming pool water;
(3) Facilities whose nonpoint source runoff is
controlled through the use of best management practices; and
(4) Any discharge or activity that is projected
to use less than 20% of the remaining assimilative capacity for a water
quality criterion.
(e)
If the department determines based on the following factors that the
effect of a discharge or activity results in a greater impact to the water
quality than that normally found in insignificant discharges or activities, the
department shall determine that the proposed activity or discharge is
significant, regardless of the proposed consumption of the remaining
assimilative capacity, and require the applicant to demonstrate, in accordance
with Env-Wq 1708.10, that a lowering of water quality is necessary to achieve
an important economic or social development:
(1)
The magnitude, duration, and spatial extent of the proposed change in
water quality;
(2) The cumulative lowering of water quality over
time resulting from the proposed activity in combination with previously
approved activities;
(3) The possible additive or synergistic effects
of the activity in combination with existing activities;
(4) The magnitude of the mass load independent of
the total assimilative capacity or change in receiving water pollutant
concentration;
(5) The toxic or bioaccumulative characteristics
of the pollutant(s) in question;
(6) The potential to stress sensitive biological
resources such as indigenous species, rare species, and threatened or
endangered species and their habitat;
(7) The potential to stress sensitive
recreational uses or water supply uses; or
(8) The quality and value of the resource.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.10 Alternatives Analysis; Determination of
Net Economic or Social Benefits.
(a) For purposes of this section, the following
definitions shall apply:
(1) “Activity”
means any of the activities listed in Env-Wq 1708.02 as being subject to this
part, including all associated construction;
(2) “Area in which the waterbody is located”
means the directly affected municipality(ies) and, if necessary to quantify the
net social and economic benefits of the activity, one or more of the
municipalities that abut the directly affected municipality(ies), as determined
by the applicant in consultation with the department;
(3) “Directly affected municipality(ies)” means
the municipality or municipalities in which the waterbody that will be impacted
by the activity is located; and
(4) “High value resource” means a natural or
developed resource that is of particular value to the nation, region, state, or
area in which the waterbody is located, including but not limited to state- or
federally-listed threatened or endangered
species, state or federal parks, public freshwater or saltwater beaches, and
lands that are subject to conservation easements.
(b) For any activity that is determined to
result in a significant impact to the existing water quality pursuant to Env-Wq
1708.09, the applicant shall provide documentation in accordance with (c)
through (f), below, to demonstrate that:
(1) Lowering the water quality is necessary to
accommodate the activity;
(2) The activity will provide net economic or
social benefits in the area in which the waterbody is located; and
(3) The net
social and economic benefits of constructing and operating or otherwise
engaging in the activity outweigh the environmental impact that could be caused
by the lower water quality.
(c) To determine whether the criteria specified
in (b)(1)-(3), above, have been met, the applicant shall complete an
alternatives analysis as described in (d), below, and submit the analysis and a
request for approval of the preferred alternative to the department together
with technically and scientifically valid supporting information.
(d) The alternatives analysis required by (c),
above, shall describe the net social and economic benefits, as described in
(e), below, and the water quality impacts, as described in (f), below, of
constructing and operating or otherwise engaging in the activity and all
practicable alternatives, including but not limited to the following:
(1) Alternative methods of production or
operation;
(2) Improved process controls;
(3) Water conservation practices;
(4) Wastewater minimization technologies;
(5) Non-discharging alternatives;
(6) Improved wastewater facility operation;
(7) Alternative methods of treatment, including
advanced treatment beyond applicable technology requirements of the Clean Water
Act;
(8) Alternative sites, and associated water
quality impacts at those sites; and
(9) For activities that involve alteration of
terrain, alternative site design that incorporates low impact development elements, including but not limited to creating less
impermeable area or infiltrating or reusing stormwater.
(e) To determine whether the activity will
provide net social and economic benefits in the area in which the waterbody
is located, the applicant shall submit information on, and the department shall
evaluate, each of the following:
(1) Whether the activity is consistent with
municipal and regional master plans and economic development strategies; and
(2) An explanation of the effect that
constructing and operating or otherwise engaging in the activity will have, or an explanation of why there will be no
effect, on the following factors:
a. Public and social
services;
b. Public health and
safety;
c. Employment;
d. Tourism and
recreation; and
e. Other
social or economic factors that are specific to the area in which the waterbody
is located.
(f) To determine the environmental impacts of
lower water quality, the applicant shall submit information on, and the
department shall evaluate, each of the following:
(1) Relative to designated uses, the sensitivity
of existing and designated uses to the effects of constructing and operating or
otherwise engaging in of the activity;
(2) Relative to pollutants, whether any
pollutants are expected to be discharged as a result of constructing and
operating or otherwise engaging in the activity and, if so, the nature of the
pollutants and the anticipated fate and transport of the pollutants in the
waterbody;
(3) Relative to water quality, whether water
quality is expected to change as a result of constructing and operating or
otherwise engaging in activity, and if so, the estimated degree of change in
water quality;
(4) Relative to high value resources, whether any
high value resources are present that would be affected by constructing and
operating or otherwise engaging in the activity, and if so, the degree to which
such resources are expected to be affected;
(5) Relative to flow characteristics or
hydrologic modifications, whether any alterations to existing flows or other
hydrologic modifications are expected as a result of constructing and operating
or otherwise engaging in the proposed activity, and if so, the impacts of such
alterations or modifications;
(6) Relative to water treatment technology,
whether the activity incorporates any such technology other than passive
stormwater treatment best management practices and, if so, the reliability of
the treatment technology proposed, and the risk management plan for
non-standard situations such as accidents, upsets, or failures; and
(7) Relative to any other factors that are
specific to the affected waterbody or the area in which the waterbody is
located, a description of the factor and an explanation of the effect of
constructing and operating or otherwise
engaging in the proposed activity on that factor.
(g) After reviewing the information submitted
pursuant to (c) through (f), above, the department shall make a preliminary
determination to:
(1) Approve the request, if it determines that
the criteria specified in (b)(1)-(3), above, have been met; or
(2) Deny the request, if it determines that the
criteria specified in (b)(1)-(3), above, have not been met.
(h) If the department’s preliminary determination
is to approve the applicant’s request, the department shall provide the
opportunity for public comment on its preliminary decision in accordance with
Env-Wq 1708.11.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1708.11 Public Participation and Intergovernmental
Coordination.
(a)
The department shall provide the opportunity for public comment and an
opportunity to request a public hearing on preliminary decisions to allow any
significant lowering of water quality determined in accordance with Env-Wq
1708.09(b) or (e).
(b) The department shall issue a written notice
to the public, the municipality in which the activity is located or proposed to
be located, and all potentially affected municipalities of a preliminary
decision to allow a significant lowering of water quality.
(c)
The notice provided pursuant to (b), above, shall:
(1)
Invite written comments to be submitted to the department;
(2) Be posted by the department on its website
and in at least one public place in the municipality in which the proposed
activity will occur;
(3) Contain the information specified in (d),
below; and
(4) For activities related to state surface water
discharge permits, be a part of the normal public participation procedures
associated with the issuance of the permit.
(d)
The notice provided pursuant to (b), above, shall include the following
information:
(1)
A description of the proposed activity;
(2) A description of each surface water that
would be affected and its use classification;
(3) A summary of the antidegradation provisions
in these rules;
(4) A determination that existing uses and the
water quality necessary thereto will be maintained and protected;
(5) A summary of the expected impacts on high
quality waters, if any;
(6) A determination that where a lowering of
water quality is allowed, all applicable water quality criteria will be met,
designated uses will be protected, and any higher water quality achievable by
the most stringent applicable technology-based requirements will be maintained;
(7) A summary of any other information that is
relevant to how the activity complies or does not comply with the requirements
of these rules;
(8) The summary of the important economic or
social development that will be achieved by allowing the proposed activity, if
applicable;
(9) A summary of the alternatives analysis and a
finding that the lowering of water quality is necessary to provide a net
economic and social benefit;
(10) The deadlines for submitting a request for
public hearing and submitting written comments; and
(11) The name, address, and telephone number of
the department employee to whom all written comments or requests for public hearing can be sent.
(e) To fulfill intergovernmental coordination,
the department shall send a copy of the public notice to the following agencies
and request
comments:
(1)
NH department of natural and cultural resources;
(2) NH department of health and human services;
(3) NH fish and game department;
(4) NH department of energy;
(5) Local river management advisory committees,
if applicable;
(6) US EPA Region I;
(7) US Army Corps of Engineers;
(8) US Fish and Wildlife Service;
(9) National Marine Fisheries Service;
(10) National Park Service; and
(11) Natural Resources Conservation Service.
(f) The department shall:
(1) Prepare a summary of all comments received as
a result of public participation and intergovernmental coordination and provide
responses; and
(2) Post the
summary of comments and responses on its website.
(g) If the department receives a request to hold
a public hearing, the department shall issue public notice and conduct a public
hearing in accordance with the provisions of Env-C 200 that apply to non-adjudicative
proceedings.
(h)
Following this public participation process, the department shall
consider all comments and other information submitted during the process and
make a final decision to allow or deny the proposed impact on water
quality.
(i)
The department shall notify the applicant in writing of its
decision. If the application is denied
and the applicant wishes to pursue the project, the applicant shall:
(1)
Revise the submittal to decrease or eliminate the projected impact to
high quality waters and resubmit the application for consideration under the
full review process; or
(2) Appeal the decision
as a permitting decision pursuant to RSA 21-O:14.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq
1708.12 Transfer of Water.
(a) In this section, “transfer” means the
intentional conveyance of water from one surface water to another surface water
for the purpose of increasing the volume of water available in the receiving
surface water. The term does not include
the transfer of stormwater, for the purpose of managing stormwater during
construction, between basins created or otherwise lawfully used for stormwater
detention or treatment, or both, and does not include the discharge of
stormwater from a detention or treatment basin to a surface water.
(b) A transfer shall be subject to (c) and (d),
below, if one or more of the following apply:
(1) The transfer was not in active operation, as
determined pursuant to (f) through (i), below, prior to the effective date of
the 2011 readoption of this section, August 23, 2011;
(2) The transfer is causing or contributing to a
violation of surface water quality standards in the source water or receiving
water; or
(3) A change that could impact any designated use
of the source water or receiving water is made to the transfer on or after August 23, 2011 such that a water quality certification is required under RSA
485-A:12, III or IV.
(c) The transfer of water from one surface water
to another shall be allowed only if all of the following conditions are met:
(1) The transferred water does not contain exotic
aquatic species or other species of aquatic life that could result in a
violation of Env-Wq 1703.19, relative to the integrity of the biological and
aquatic community, in the receiving water;
(2) Existing and designated uses will be
maintained and supported in the source water and in the receiving water;
(3) The withdrawal from the source water and transfer to the receiving water either:
a. Will not
result in any degradation of water quality; or
b. Have both been
reviewed under the process specified in Env-Wq 1708.10 and determined by the
department to meet the criteria specified for approval in Env-Wq
1708.10(b)(1)-(3); and
(4) A water conservation plan that meets
the water conservation requirements set forth in Env-Wq 2101 has been approved by the department and is
being complied with.
(d) Transferred water may be treated to comply
with the requirements of this section.
(e) The transfer of water shall not constitute a
discharge under RSA 485-A:8, I, or RSA 485-A:13, I(a) if:
(1) The transfer is not subject to (c) and (d),
above, pursuant to (b), above; or
(2) All of
the conditions specified in (c), above, are met.
(f) A transfer shall be deemed to have been in
active operation prior to August 23, 2011 if all of the following are true:
(1) The infrastructure necessary for the transfer
is in place and in usable condition;
(2) Water has been transferred for at least one
day in each of at least 3 years from 2000 through 2011; and
(3) At the time of its original initiation, the transfer complied with applicable legal
requirements.
(g) If a transfer does not meet the conditions
specified in (f), above, the person responsible for the transfer may request
the department to make a determination that the transfer was in active
operation by submitting the following information in writing:
(1) The reason(s) why the infrastructure
necessary for the transfer is not in place or is not in usable condition, if
applicable;
(2) The total time span, in years, over which the
transfer has occurred from the first known transfer to the present;
(3) The most recent year during which the
transfer occurred; and
(4) Why, based on the information provided in
(1)-(3), above, the department should determine that the transfer qualifies as a transfer that was in active operation
prior to August 23, 2011.
(h) If the department determines, based on
information provided pursuant to (g), above, that the person responsible for
the transfer makes a defendable case that the transfer qualifies as a transfer
that was in active operation prior to August 23, 2011, then the department
shall make that determination.
(i) The department shall notify the person who
requested a determination pursuant to (g), above, in writing of its decision.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
PART Env-Wq 1709
CHANGE IN DESIGNATED USES
Env-Wq 1709.01 Definition. For purposes of this part,
“change in designated use” means the removal of a designated use that is not an
existing use, or the establishment of subcategories of a designated use.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1709.02 Use Attainability Analysis Required. Before determining whether to propose a
change in designated use, the department shall conduct a use attainability
analysis in accordance with 40 CFR § 131.10.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Env-Wq 1709.03 Process to Propose Change in Designated
Use.
(a)
Based on the information obtained as a result of the use attainability
analysis performed pursuant to Env-Wq 1709.02, the department shall determine
whether a change in a designated use should be proposed as specified in (b),
below.
(b)
The department shall make the determination required by (a), above, when
attaining a designated use is not feasible based on 40 CFR 131.10(g), as
reprinted in Appendix F.
(c)
If the department determines that a change in designated use should be
proposed, the department shall conduct a non-adjudicative public hearing in
accordance with the provisions of Env-C 200 applicable to non-adjudicative
hearings to receive public comment on the determination.
(d)
If the department continues to
believe after the public comment period that a change in designated use should
be proposed, the department shall propose that the change in designated use be
made.
Source. (See Revision
Notes #1, #2, and #3 at chapter heading for Env-Wq 1700) #12042, eff 12-1-16;
ss by #14203, eff 2-26-25
Appendix A: State or Federal
Statutes or Regulations Implemented
|
Rule
Section(s) |
State
Statute or Federal Statute or Regulation Implemented |
|
Env-Wq 1701 (also see specific section listed below) |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq.; 40 CFR § 131.3(o); 40 CFR § 131.14 |
|
Env-Wq 1701.03 |
RSA 485-A:13, I(a); 33 U.S.C. 1251 et seq.; 40 CFR §
122.2; 40 CFR § 122.22; 40 CFR § 122.47 |
|
Env-Wq 1701.04 |
RSA 485-A:13, I(a); 40 CFR § 131.14 |
|
Env-Wq 1702 |
RSA 485-A:4, V; RSA
485-A:8, VI; 33 U.S.C. 1251 et seq. |
|
Env-Wq 1703 |
RSA 485-A:4, V; RSA 485-A:8, I, II, & III; RSA
485-A:8, VI; 33 U.S.C. 1251 et seq; 40
CFR §131.10 |
|
Env-Wq 1704 |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq; 40 CFR § 122; 40 CFR § 130.7 |
|
Env-Wq 1705 |
RSA 485-A:4, V; RSA 485-A:6, VII; RSA 485-A:8, VI; RSA 485-A:13, I(a); 33 U.S.C. 1251 et seq.; 33
U.S.C. 1314(a)(1); 40 CFR § 122.44(d); 40 CFR § 122.44(d)(1)(ii); 40 CFR §
130.7 |
|
Env-Wq 1706 |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq; 40 CFR § 136; 40 CFR § 141 |
|
Env-Wq 1707 |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq |
|
Env-Wq 1708 |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq; 40 CFR § 131.12 |
|
Env-Wq 1709 |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq; 40 CFR § 131.10; 40 CFR § 131.10(g) |
|
Env-Wq 1701 (also see specific section listed below) |
RSA 485-A:4, V; RSA 485-A:8, VI; 33 U.S.C. 1251 et
seq.; 40 CFR § 131.3(o); 40 CFR § 131.14 |
|
Env-Wq 1701.03 |
RSA 485-A:13, I(a); 33 U.S.C. 1251 et seq.; 40 CFR §
122.2; 40 CFR § 122.22; 40 CFR § 122.47 |
Appendix B: Incorporated References
|
Rule
(Env-Wq) |
Reference |
Obtain
At: |
|
1703.05(c) |
“EPA Combined Sewer Overflow (CSO) Control Policy”, EPA
830-B-94-001, dated April, 1994 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at |
|
1703.22(d) intro |
“Interim Guidance on Determination and Use of Water-Effect Ratios
for Metals”, EPA-823-B-94-001, dated February 1994 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1703.22(d) (1) |
“Streamlined Water-Effect Ratio procedure for Discharges of Copper”,
EPA-822-R-01-005, dated March 2001 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1703.22(d) (2) |
“Aquatic Life Ambient Freshwater Quality Criteria - Copper”,
EPA-822-R-07-001, dated February 2007 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1703.22(s)(1) |
“Final Aquatic Life Ambient Water Quality
Criteria For Aluminum”, EPA-822-R-18-001, dated December 2018 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1703.22(s)(1)a. |
The “Aluminum Criteria Calculator V2.0
(Excel)(xlsm)”, dated December 2018 |
Available at no
charge from EPA at https://www.epa.gov/wqc/2018-final-aquatic-life-criteria-aluminum-freshwater |
|
1703.22(s)(2)b. |
The “Aluminum Criteria Calculator R Code and
Data V2.0”, dated November 15, 2019 |
Available at no
charge from EPA at https://www.epa.gov/wqc/2018-final-aquatic-life-criteria-aluminum-freshwater |
|
1704.02 intro |
“Methodology for Deriving Ambient Water Quality Criteria for the
Protection of Human Health,” EPA 822-B-00-004, dated October 2000 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.02(a) |
“Methodology for Deriving
Ambient Water Quality Criteria for the Protection of Human Health (2000),
Technical Support Document, Volume 1: Risk Assessment”, EPA 822-B-00-005, dated October 2000 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.02(b) |
“Methodology for Deriving Ambient Water Quality Criteria for the
Protection of Human Health (2000) Technical Support Document Volume 2:
Development of National Bioaccumulation Factors”, EPA-822-R-03-030, dated
December 2003 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.02(c) |
“Methodology for Deriving Ambient Water Quality Criteria for the
Protection of Human Health (2000) Technical Support Document Volume 3:
Development of Site-Specific Bioaccumulation Factors”, EPA-822-R-09-008,
dated September 2009 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.03(a)(4) |
“Nutrient Criteria Technical Guidance Manual Rivers and Streams”,
EPA-822-B-00-002 dated July 2000 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.03(a)(5) |
“Nutrient Criteria Technical Guidance Manual Lakes and Reservoirs”,
EPA-822-B00-001 dated April 2000 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.03(a)(6) |
“Nutrient Criteria Technical Guidance Manual Estuary and Coastal
Marine Waters”, EPA-822-B01-003 dated October 2001 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.03(a)(7) |
“Nutrient Criteria Technical Guidance Manual Wetlands”,
EPA-822-B-08-001 dated June 2008 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.03(a)(8) |
“Using Stressor-response Relationships to Derive Numeric Nutrient
Criteria”, EPA-820-S-10-001 dated November 2010 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1704.03(b) |
“Guidance on the Development, Evaluation, and Application of
Environmental Models”, EPA-100-K-09-003 dated March 2009 |
Available at no charge from EPA National Service Center for
Environmental Publications at https://www.epa.gov/nscep or directly at: |
|
1707.04 |
“Technical Support Document for Water Quality-based Toxics Control”,
EPA/505/2-90-001, dated March 1991 |
Available at no charge from: |
Appendix C:
Statutory Definitions
RSA
485-A:2:
VI.
“Industrial waste” means any liquid, gaseous or solid waste substance resulting
from any process of industry, manufacturing trade or business or from
development of any natural resources.
VIII. “Other
wastes” means garbage, municipal refuse, decayed wood, sawdust, shavings, bark,
lime, ashes, offal, oil, tar, chemicals and other substances other than sewage
or industrial wastes, and any other substance harmful to human, animal, fish or
aquatic life.
X. “Sewage”
means the water-carried waste products from buildings, public or private,
together with such groundwater infiltration and surface water as may be
present.
XIV. “Surface
waters of the state” means perennial and seasonal streams, lakes, ponds, and
tidal waters within the jurisdiction of the state, including all streams,
lakes, or ponds bordering on the state, marshes, water courses, and other
bodies of water, natural or artificial.
XVI. “Waste”
means industrial waste and other wastes.
XIX.
"Wastewater facilities" means the structures, equipment, and
processes required to collect, convey, and treat domestic and industrial
wastes, and dispose of the effluent and sludge.
XXIV. "7Q10" means the lowest
average flow that occurs for 7 consecutive days on an annual basis with a
recurrence interval of once in 10 years on average, expressed in terms of
volume per time period.
RSA
482-A:2:
X. “Wetlands”
means an area that is inundated or saturated by surface water or groundwater at
a frequency and duration sufficient to support, and that under normal
conditions does support, a prevalence of vegetation typically adapted for life
in saturated soil conditions.
Appendix D:
Federal Definitions
40 CFR
122.2:
Pollutant means dredged spoil, solid waste, incinerator residue, filter
backwash, sewage, garbage, sewage sludge, munitions, chemical wastes,
biological materials, radioactive materials (except those regulated under the
Atomic Energy Act of 1954, as amended (42 U.S.C. 2011 et seq.)), heat, wrecked or discarded equipment, rock, sand, cellar
dirt and industrial, municipal, and agricultural waste discharged into water.
It does not mean:
(a) Sewage from vessels; or
(b)
Water, gas, or other material which is injected into a well to facilitate
production of oil or gas, or water derived in association with oil and gas
production and disposed of in a well, if the well [that is] used either to
facilitate production or for disposal purposes is approved by authority of the
State in which the well is located, and if the State determines that the
injection or disposal will not result in the degradation of ground or surface
water resources.
Note: Radioactive materials covered by
the Atomic Energy Act are those encompassed in its definition of source,
byproduct, or special nuclear materials. Examples of materials not covered
include radium and accelerator-produced isotopes. See Train v. Colorado Public Interest Research Group, Inc., 426 U.S. 1
(1976).
Appendix E:
Summary of Bacteria Standards from RSA 485-A:8
|
Type
of Waters |
Standard |
|
Class A other than designated beach areas |
Not more than: (1) A geometric mean based on
at least 3 samples obtained over a 60-day period of 47 Escherichia coli
(E. coli) per 100 milliliters, unless naturally occurring; or (2) 153 E. coli
per 100 milliliters in any one sample, unless naturally occurring. |
|
Class B other than designated beach areas |
Not more than: (1) A geometric mean based on
at least 3 samples obtained over a 60-day period of 126 E. coli
per 100 milliliters, unless naturally occurring; or (2) 406 E. coli
per 100 milliliters in any one sample, unless naturally occurring. |
|
Class A or Class B at designated beach areas |
Not more than: (1) A geometric mean based on
at least 3 samples obtained over a 60-day period of 47 E. coli
per 100 milliliters, unless naturally occurring; or (2) 88 E. coli
per 100 milliliters in any one sample, unless naturally occurring. |
|
Tidal waters used for swimming |
Not more than: (1) A geometric mean based on
at least 3 samples obtained over a 60-day period of 35 enterococci per
100 milliliters, unless naturally occurring; or (2) 104 enterococci
per 100 milliliters in any one sample, unless naturally occurring. |
|
Tidal waters used for growing or taking of shellfish for human
consumption |
Same as for tidal waters used for swimming, PLUS must not exceed a geometric mean most probable number (MPN) of 14 organisms
per 100 ml for fecal coliform, nor shall more than 10 percent of the samples
exceed an MPN of 28 per 100 ml for fecal coliform, or other values of equivalent protection based on sampling and
analytical methods used by the department of environmental services shellfish
program and approved in the latest revision of the National Shellfish
Sanitation Program, Guide For The Control of Molluscan Shellfish. |
Appendix F:
Criteria for Determination of Change in Designated Use
40 CFR §131.10
Designation of uses.
(g) States may remove a designated use which is
not an existing use, as defined in § 131.3, or establish sub-categories of a
use if the State can demonstrate that attaining the designated use is not
feasible because:
(1) Naturally occurring pollutant concentrations
prevent the attainment of the use; or
(2) Natural, ephemeral, intermittent or low flow
conditions or water levels prevent the attainment of the use, unless these
conditions may be compensated for by the discharge of sufficient volume of
effluent discharges without violating State water conservation requirements to
enable uses to be met; or
(3) Human caused conditions or sources of
pollution prevent the attainment of the use and cannot be remedied or would
cause more environmental damage to correct than to leave in place; or
(4) Dams, diversions or other types of hydrologic
modifications preclude the attainment of the use, and it is not feasible to
restore the water body to its original condition or to operate such
modification in a way that would result in the attainment of the use; or
(5) Physical conditions related to the natural
features of the water body, such as the lack of a proper substrate, cover,
flow, depth, pools, riffles, and the like, unrelated to water quality, preclude
attainment of aquatic life protection uses; or
(6) Controls more stringent than those required
by sections 301(b) and 306 of the Act would result in substantial and
widespread economic and social impact.