ILLINOIS POLLUTION CONTROL BOARD
September 23, 1993
IN THE MATTER OF:
PETITION OF THE U.S. ARMY ENGINEER
)
R92-17
DISTRICT, ROCK ISLAND, FOR A DREDGED
)
(Rulemaking)
MATERIAL PLACEMENT REGULATION
)
APPLICABLE TO THE ILLINOIS RIVER!
)
WATERWAY BETWEEN LA GRANGE LOCK AND
)
DAN (NILE 80.2) AND LOCKPORT LOCK
)
(MILE 291): 35 ILL. ADM. CODE 303.400
)
Proposed Rule.
First Notice.
OPINION AND ORDER OF THE BOARD (by B.C. Flemal):
This matter comes before the Board on filing of a regulatory
petition by the U.S. Army Engineer District, Rock Island
(Department of the Army). Petitioner requests adoption of a
regulation that would allow for disposal of dredged material
along the bankline of the Illinois River\Waterway1 at locations
between the La Grange Lock and Dam located at river mile 80.2 to
the Lockport Lock located at river mile 291.0.
The Board’s responsibility in this matter arises from the
Illinois Environmental Protection Act (Act) (415 ILCS 5/1 et
seq.). The Board is charged therein to “determine, define and
implement the environmental control standards applicable in the
State of Illinois’~2. More generally, the Board’s rulemaking
charge is based on the system of checks and balances integral to
Illinois environmental governance: the Board bears responsibility
for the rulemaking and principal adjudicatory functions, whereas
the Illinois Environmental Protection Agency (Agency) is
responsible for carrying out the principal administrative duties.
The latter’s duties include administering any regulation that may
result from today’s action.
By today’s action the Board adopts the Department of the
Army’s proposal for first notice, pursuant to the Illinois
Administrative Procedure Act. A 45-day public comment period
will commence upon publication of the instant proposal in the
Illinois Register.
Persons interested in providing additional
1
The “Illinois Waterway” is defined statutorily in the
Illinois Waterway Act at 615 ILCS 10/1 as a waterway from
Lockport to a point on the Illinois River near Utica. The focus
of today’s proposal includes this waterway and the Illinois
River.
2
Act at Section 5(b).
comment on this proposal should submit such response in writing
to the Clerk of the Board prior to the expiration of this 45-day
period. The Board will determine, based upon review of these
comments, whether the instant proposal will proceed.
PROCEDURAL HISTORY
The Department of the Army’s petition was filed on September
3, 1992. On September 17, 1992 the Board issued an order
accepting the petition. The Board at the same time noted that
because the proposal addresses potential actions in several
counties, two public hearings would be needed pursuant to Section
28 of the Act.
On January 21, 1993 the Metropolitan Water Reclamation
District of Greater Chicago filed a public comment in which it
recommended adoption of the proposed regulations. On June 4,
1993 the Agency filed a response to the petition3. The Agency
recommended adoption of the proposal with some generally non—
substantive modifications.
Public hearings were held before Hearing Officer Michelle C.
Dresdow on June 22, 1993 in Peoria, Illinois, and on June 23,
1993 in Morris, Illinois4. Members of the public attended the
hearings and participated in questioning of the proponents at the
Morris hearing.
On June 30, 1993 the hearing officer issued an order setting
the post—hearing comment period. In the same order the hearing
officer set out for comment possible language for the proposed
rule.
In mid-July 1993 both the Department of the Army and the
Agency filed motions to extend the close of the post—hearing
comment period. Both observed that key personnel were then
engaged full—time in flood emergency work. By order of July 26,
1993 the hearing officer set the post-hearing comment period to
close on August 30, 1993.
~ The Agency’s response was submitted as one of the
documents within the Agency’s pre—hearing submission package.
The response was officially entered into the record at hearing as
Exhibit L.
‘+
Transcripts of the two hearings are cited to herein as
“Tn.” and “Tr2.”, respectively. Presubmitted written testimony
of witnesses for the Department of the Army was entered into the
record as if read and assigned exhibit numbers as follows: Billy
H. Johnson, Exhibit F; Richard Baker, Exhibit G; Clinton A.
Beckert, Exhibit H; David W. Moore, Exhibit I; and James A.
Stiman, Exhibit J.
—3—
On July 21, 1993 the Department of the Army filed
corrections to the transcripts of the two hearings. The hearing
officer by order of August 2, 1993 directed that the corrections
be entered into the record.
On August 30, 1993 the Department of the Army filed its
post—hearing public comment (PC #2). On September 13, 1993 the
Agency and the Department of the Army filed a joint public
comment (PC #3) including a stipulation regarding language for
the proposal rule; the comment was accompanied by a motion to
file instanter, which is hereby granted. On September 20, 1993
the Agency and the Department of the Army filed a correction to
the stipulation (PC #4).
BACKGROUND
The Illinois River/Waterway is subject to sedimentation as
the consequence of normal fluvial processes. This sedimentation
does on occasion and at local sites threaten navigation by
causing the channel to become narrow or shallow.
The Department of the Army is charged by Congress with
maintaining a nine-foot navigation channel on the Illinois
River/Waterway. Among other matters, maintenance involves
dredging of accumulated sediment as necessary to restore the
channel to proper navigational dimensions.
The Department of the Army explains its dredging program as
follows:
While occasional emergency dredging operations may
result from grounding of a barge and consequential
channel closures, usually the need to dredge a
particular area is identified by survey crews which
perform soundings throughout the navigation season.
Based upon results of the soundings, dredging sites are
prioritized and scheduled typically days to weeks in
advance. Because tens of thousands of cubic yards of
river bottom material must be moved at most dredge
sites, the only technique which is effective and
economical is hydraulic dredging. Hydraulic dredges
consist of a floating plant having a cutter head which
is lowered to the bottom of the river and digs into the
sediment. A large pump producing a suction on one side
and pressure on the other draws a mixture of sediment
and water to the surface and transports it via a
pipeline to the disposal site, up to a mile away. The
slurry which is formed during the dredging process
consists of 10-20 solid material and 80 to 90
entrained river water. Thus, for every cubic yard of
bottom material moved, 5-10 cubic yards of slurry is
created. (Petition, p. 3-4.)
—4—
Each dredging operation is assessed prior to its initiation.
The assessment process includes sampling and surveying of the
proposed dredge materials and proposed disposal site by the
Department of the Army.
Additionally, an environmental assessment of each
dredging/disposal operation is made by an On Site Inspection Team
(OSIT) consisting of personnel from both state and federal
agencies5. The OSIT reviews each proposed site in the field and
makes recommendations, including recommendations for placement of
the dredged material so as to minimize any impacts on backwaters,
wetlands, and other sensitive habitats. (Exh. A at 3—1; Exh. G.
at 15.) The Department of the Army must notify the OSIT of any
departures that it makes from the OSIT recommendation. The OSIT
also holds a post-disposal inspection of each year’s dredged
material placement sites. (Exh. A at 3-2.)
The Department of the Army has been conducting bankline
disposal on the Illinois river system pursuant to a series of
variances granted by the Board, the most recent of which was
granted in PCB 92—107 on October 1, 19926. This current
variance will, by its terms, remain in effect until superseded by
today’s regulations or until October 1, 1995.
As conditions to the grant of the several variances the
Department of the Army has been required to gather and analyze
data regarding environmental impact of its bankline disposal
practices. These data form part of the support for today’s
action.
The dredging operations of the Department of the Army are
also governed by a variety of federal and state regulations and
policies. (See Exh. A at 2-3 to 2—9 for a comprehensive list.)
Among the more important of these is the National Environmental
Policy Act of 1969, the Corps of Engineers Dredging Regulation
(see Exh. D, 33 CRF Parts 335-338.), and the federal Clean Water
Act.
~ The state agencies are the Illinois Environmental
Protection Agency, Illinois Natural History Survey, Illinois
Department of Conservation, and Illinois Department of
Transportation, Division of Waterways. The federal agencies, in
addition to the Department of the Army, are the U.S. Fish and
Wildlife Service and the U.S. Environmental Protection Agency.
(Petition at 7; Exh. A. at 3-1; Exh. G at 15.)
6 Department of the Army v. Illinois Environmental
Protection Agency (Oct. 1, 1992), PCB 92—107, 136 PCB 233. Prior
variances were granted in Army v. IEPA (May 21, 1992), PCB 91-
113, 133 PCB 475; Army v. IEPA (Sept. 17, 1987), PCB 87—38, 81
PCB 257; Army v. IEPA (Oct. 25, 1984), PCB 84-86, 60 PCB 365; and
Army v. IEPA (July 26, 1983), PCB 83-25, 53 PCB 81.
—5—
U~TUREOF PROPOSED REGULATION
Today’s proposed regulation is directed solely to the
disposal of sediment generated by the Department of the Army
during maintenance dredging on the Illinois Waterway/River
between river miles 80.2 and 291. Moreover, today’s regulation
is directed solely to disposal of that sediment via bankline
deposition; no other form of disposal, such as upland deposition
or open-water disposal, is included.
Under the terms of the proposed regulation bankline disposal
is permissible only if the Department of the Army holds a 401
water quality certification from the State and the disposed
sediment is dominated by sand or there is a demonstration by use
of the SSTFATE (suspended sediment transport fate) model that no
water quality standards will be violated outside of an area of
allowed mixing. Specifically, bankline disposal is permissible
only if:
1) less than 10 of representative samples from a
proposed dredge cut are composed of fine—grained
material7, or
2) the SSTFATE model indicates that applicable water
quality standards will be met at the perimeter of
a temporary area of allowed dilution having an
area of no more than 48,000 feet.
As a further term of today’s proposed rules, when and where
bankline disposal is permissible, the Department of the Army
would not be subject to 35 Ill. Adm. Code 304.105 as a result of
bankline disposal. Section 304.105 is a provision of the Board’s
effluent regulations8 that in pertinent part establishes that
“no effluent shall, alone or in combination with other sources,
cause a violation of any applicable water quality standard”. The
“applicable water quality standards” are identified as those that
occur at 35 Ill. Adm. Code 302.203, Offensive Conditions; 35 Ill.
Adm. Code 302.206, Dissolved Oxygen; 35 Ill. Adm. Code 302.208,
Numeric Standards for Chemical Constituents, only to the extent
that it concerns the standards for total lead, total zinc, total
copper, and total mercury; and 35 Ill. Adm. Code 302.212, Ammonia
Nitrogen and Un-ionized Ammonia.
‘
A sample is fine-grained if more than 20 of the sample
passes a number 230 sieve. A number 230 sieve will retain material
greater than 62 microns in nominal dimension and pass material
smaller than 62 microns. 62 microns is the division between silt—
and clay-sized particles.
8 ~ Ill. Adm. Code Part 304.
—6—
The form in which the provisions of today’s proposal are
presented is basically that which developed at hearing (Tr2. at
5-12) as set forth in the hearing officer’s order of June 30,
1993 and as stipulated to by the Agency and the Department of the
Army in public comments #3 and #4. Today’s versions does contain
some adjustments, as discussed below.
DISCUSSION
Water Quality Considerations. Bankline disposal consists of
placement of dredge slurry along the riverbank, with part of the
material being placed on the bank above the waterline and the
remainder of the material placed in the adjacent water. (Exh. G
at 10.) During and following disposal some of the water
entrained in the slurry re-enters and becomes part of the river
flow. The entrained water carries with it some suspended and
dissolved solids that are potential pollutants of the river, and
thus have water quality consequences.
There are no current Illinois water quality regulations that
specially apply to bankline disposal of dredged sediment.
However, bankline disposal, like activities in general that may
impact water quality, is subject to the prohibition against
causing water quality violations found at Section 304.105 of the
Act. Thus, a person conducting bankline disposal is potentially
liable for water quality violations associated with return of the
entrained water.
Both the Department of the Army and the Agency conclude that
impact on water quality of bankline disposal is minimal. This
conclusion is based on the limited area over which bankline
disposal has impact, the limited numbers of parameters which are
potentially involved, and the ability to successfully predict,
and hence minimize, the circumstances where the impact would be
greatest.
The Agency also observes that there are mitigating factors
including (a) no new pollutants are introduced into the river,
(b) the discharges are of short duration and thus there are no
chronic toxicity effects to consider, and (c) the present
dredging procedures have been utilized for many years without
obvious adverse impacts (i.e., fish kills). (Exh. L at ¶8.)
Sediments that are subject to dredging are dominantly within
the sand and silt size-range. Pursuant to conditions attached to
the previous grants of variance, the Department of the Army has
since 1983 conducted a systematic determination of sediment
particle sizes from locations along the river where dredging has
been required. The principal measurement has been the percentage
—7—
of the sample that passes a number 230 sieve9, and thereby are
clay-sized particles. In the most recently reported tabulation
of 1,118 total samples, 75 percent contained less than 20 percent
clay, 20 percent contained between 20 and 80 percent clay, and 5
percent contained 80 percent or more clay. (Trl. at 36.)
Most of the sand—sized particles remain at the point of
bankline deposition or travel only relatively short distances.
Thus, these contribute to suspended sediment problems over only a
limited area.
450 of the samples subjected to particle—size analysis have
also had elutriate testing performed on them. Constituents
tested have included arsenic, barium, cadmium, chromium, copper,
lead, mercury, nickel, selenium, zinc, ammonia, oil and grease,
biochemical oxygen demand, and polychlorinated biphenyls. (Exh.
H at 4.) Only ammonia and zinc elutriate concentrations have
been above stream water quality standards. This was the case in
approximately 50 of the ammonia elutriate samples and 3 of the
zinc elutriate samples.
~
at 7.)
The ability to predict water quality consequences is
dependent upon use of the SSTFATE model. This model has been
developed by the U.S. Army Corps of Engineers Waterways
Experiment Station at Vicksburg, Mississippi, and specially
modified to address bankline disposal on the Illinois River.
(Exh. F at 7.)
The SSTFATE model has also been calibrated and verified for
conditions on the Illinois River. Calibration was based on a
preliminary dye study (Exh. C-l), which allowed determination
that the majority of sediment was transported as a density flow
near the bottom of the river well away from shore (Tn. at 23),
and data gathered during dredging at Quiver Island (river mile
121). The model has subsequently been verified with data
gathered during dredging at three separate river sites’°.
Calibration is based on the assumption that 100 of the
sediment deposited at the bankline re—enters the water. (Tn. at
28-30.) This is a conservative assumption in that it tends to
cause overestimation of the actual water quality impacts. The
choice of Quiver Island as a calibration site is also a
conservative selection in that the Quiver Island sediments are
finer—grained than normal (Tn. at 23, 34) and of poorer chemical
quality than normal (Trl. at 38-39).
~ See footnote 7.
10 At Deer Park Light at river mile 228 (Exhibit C), and at
Quiver Island at river mile 120.0 and Pekin Bend at river mile
150.5 (Tr2. at 13-14; Supplement to Data Exhibit C—2).
—8—
The SSTFATE model predicts not only suspended sediment
concentration, but also chemical concentrations. Of interest in
the instant matter are six chemical parameters: dissolved oxygen,
ammonia, and four metals. The parameters have been selected as
being those for which the water quality standards are most likely
to be locally exceeded due to bankline deposition, as based on
the experience of both the Agency and the Department of the Army
(Trl. at 43), including experience gained from elutniate testing.
A dissolved oxygen problem is most likely to be caused by high
oxygen demands associated with pore—waters and organic fractions
of the dredged sediments. An ammonia problem is also most likely
to be related to pore-water and onganic fraction conditions. The
four metals are metals whose concentration typically correlates
strongly with suspended sediment concentration, and for which
there is an historical record of elevated concentrations in
dredge slurries. (Trl. at 43-46.)
For each of the six chemical parameters there is typically a
strong correlation between fineness of sediment particle size and
concentration in associated waters11. (Exh. H. at 8.)
Moreover, since fine-sized materials experience the most broad
dispersion, the prospect of both high and broadly distributed
water quality exceedences increases in proportion to the percent
of fine-grained material in the dredging slurry.
That ammonia is likely to be the most troublesome of the
chemical constituents is confirmed by general experience with
Illinois River sediments and by the Department of the Army’s
elutniate analyses; the Department of the Army has also conducted
bioassays on elutniates and sediments (Exh. C-3 and I) that
affirm the ammonia toxicity of some undiluted samples. However,
field and modeling results also show that ammonia concentrations
fall rapidly upon mixing with river waters (see, e.g., Exh. C-2
and Supplemental data to C-2). Thus, ammonia toxicity, if it
occurs at all, is likely to be confined to a small zone of
mixing; by the nature of the dredging disposal operation itself,
the toxicity would also not be expected to be persistent. The
absence of known examples of aquatic kill-offs during the long
history of bankline disposal on the Illinois Riven lends
credibility to the conclusion that bankline disposal does not
cause significant toxic aquatic effects in spite of the ammonia
analyses record.
Nevertheless, the Department of the Army and the Agency
agree, and the Board concurs, that bankline disposal of fine—
~ Since the four metals at issue are all measured as
“totals” (i.e., total iron, total lead, total zinc, and total
mercury), significant portions of the reported concentrations may
be in the form of very—fine particulate matter rather than being
in solution. This fact in part underlies the grain-
size/concentration correlation.
—9—
grained material should take place only if there is a prior
SSTFATE model demonstration that the water quality standards will
not be exceeded beyond the bounds of the zone of allowed mixing.
In balance, the Board believes that limiting bankline
disposal to coarser sediments, unless there is an affirmative
demonstration of minimal water quality impact via the SSTFATE
model, further serves the public interest by providing reasonable
assurance that only relatively clean sediments are bankline
disposed.
The Board has also addressed the issue of environmental
impact of bankline disposal in each of the previous variance
proceedings12. There the Board has consistently found that the
anticipated adverse environmental consequences are outweighed by
the arbitrary and unreasonable hardship that would be imposed
upon the Department of the Army and commerce if dredging and
hence navigation were significantly impeded. Although the
standard of review is different in the instant regulatory
proceeding than it is in a variance proceeding, the Board again
in this proceeding concludes that the balance between minimal
environmental impact and large potential economic losses favors
granting of the requested relief.
Economic Considerations. Annual commodity shipments on the
Illinois Waterway exceed 41 million tons, with a total value of
approximately $4.5 billion. (Petition at 10.) Major commodities
shipped are grain, coal, petroleum, chemicals, iron, and steel.
(u.)
Failure of navigation on the Illinois Waterway would
accordingly have large economic consequences.
Bankline disposal is not the only method by which dredged
sediment may be disposed, but it is the only economical method in
many circumstances. Sites for confined disposal, whether upland
or bottomland, are generally not available, and where available
may be prohibitively expensive. It is estimated that
construction of ten confined disposal sites would cost more than
$18 million. (Petition at 11.) Moreover, it is difficult to
anticipate where dredging might be needed, and accordingly where
confined disposal sites would need to be placed. As the
Department of the Army observes:
The historical dredging records do not lend themselves
to predicting dredging sites with sufficient accuracy
to justify the expenditure of many millions of dollars
for confined disposal facilities that might get little
or no use. (Trl. at 14.)
12 See footnote 6.
—10—
The Agency’s analysis also causes it to conclude that
“bankline disposal of dredged material is the only economically
reasonable method of maintaining the channel” (Exh. L at ¶1).
Because today’s proposal would give authorization to
bankline dispose only “clean” sediments, the Department of the
Army would have to continue to make other disposal arrangements
for sediments that do not pass the cleanliness tests.
Historically the Department of the Army has encountered
insufficiently clean sediments in the Cal-Sag Canal on the
Illinois Waterway, and accordingly has prepared an upland
confined disposal facility to accommodate them. (Exh. G. at 12.)
Should other low-quality sediments be encountered at places
within the Illinois River system, the sediments will have to be
similarly handled.
Miscellaneous Benefits. Bankline disposal has some economic
and environmental benefits aside from those associated with the
dredging itself. Among these is beach nourishment. The
Department of the Army observes:
At certain locations some of the disposal materials are
very beneficial for public recreation, as the Illinois
Waterway) system creates little or no natural beaches
suitable for recreation. Also, some of the material is
used to reduce shoreline erosion and to protect or
improve flood control levees. There is some quantity
of material placed on the bankline that has little or
no beneficial use. (Exh. G at 10.)
401 Certification. The Department of the Army is required
pursuant to Section 401 of the federal Clean Water Act (33 U.S.C.
§1341 (1988)) to obtain periodic certification from the Agency
that its dredging operations are being conducted in accordance
with state water quality laws. The Department of the Army
provides the Agency with annual reports of its dredging program,
including all required water quality analyses. It is upon the
basis of these reports that the Agency bases its certification.
(Tn. at 50—55.)
Both the Department of the Army and the Agency have
requested that the requirement for 401 certification be written
into the instant proposed regulation. This action would make an
affirmative declaration in Illinois law of the certification
required under federal law.
As originally proposed by the Department of the Army and the
Agency, the Board would have ordered, as a “stand alone”
condition, that the Department of the Army get 401 certification.
However, in that the enforcement of the 401 certification
requirement
per se
is not within the Board’s jurisdiction, there
arguably would be no consequence for failure to comply with the
Board-ordered condition. To avoid this outcome, the Board today
—11—
places the 401 certification requirement within subsection (a).
This placement has the consequence of the disallowance of
bankline disposal in the absence of the certification.
“J~rea of Allowed Dilution”. Today’s proposed subsection
(a) (2) follows the Agency’s suggested convention of using the
term “area of allowed dilution” to characterize what the
Department of the Army identified as a “mixing zone” in its
original proposal. As the Agency notes, a mixing zone under
Illinois regulations is a specific term of art associated with
the NPDES permitting process’3 no NPDES permit is associated
with the bankline disposal process at issue in the instant
action. Moreover, there are a number of significant differences
between the area sought by the Department of the Army and a
mixing zone (i.e., transient nature of disposal site, association
of mixing zones with treatment requirements, etc.
——
see Agency
response, Exh. L at §7) such that use of an alternate term is
necessary so as not to obscure the distinctions.
Prior to and at hearing the Department of the Army proposed
that the area of allowed dilution be defined as a rectangle
having fixed sides not to exceed 800 feet by 60 feet. However,
in PC #2 the Department of the Army asked the Board to replace
the fixed-sided area of allowed dilution with one having only the
area fixed. The Department of the Army notes:
Such a change in the specific dimensions will allow for
unique situations where the parameters might be exceeded
either as to length on width but still be well under the
48,000 square footage equaled in our proposed rule. The
reason for this proposed change is that subsequent model
nuns have shown that under certain, albeit unlikely
hydrologic and channel morphometry, the suggested dimensions
could be approached. In such a case either of the
originally requested dimensions could be exceeded while the
overall size of the zone would remain quite small. For
example, a simulation run might show a mixing area of only
300 feet in length, but 65 feet in width. (PC #2 at 1.)
The Department of the Army accordingly requests that the area of
allowed mixing be defined in the rule solely by its maximum area
of 48,000 feet, which is the area of a 800 x 60 foot rectangle.
The Agency recommends acceptance of the Department of the Army’s
request (PC #3), and the Board today accepts the recommendation.
Placement of the Rule. Today’s rule is proposed for
placement in a new section within 35 Ill. Adm. Code.Part 303,
Subpart C: Specific Use Designations.
~ See 35 Ill. Adm. Code 302.102(d) specifically, and all of
Section 302.102 more generally.
—12—
ORD ER
The Board hereby proposes for first notice the following
amendments to 35 Ill. Adm. Code, Subtitle C: Water Pollution,
Chapter I, Pollution Control Board, Part 303. The Clerk of the
Board is directed to file these proposed rules with the Secretary
of State.
TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE F: WATER POLLUTION
CHAPTER I: POLLUTION CONTROL BOARD
PART 303
WATER USE DESIGNATIONS AND SITE SPECIFIC WATER QUALITY STANDARDS
SUBPART C: SPECIFIC USE DESIGNATIONS
AND SITE SPECIFIC WATER QUALITY STANDARDS
Section 303.400
Bankline Disposal along the Illinois
Waterway/River
a) The U.S. Department of the Army, Corps of Engineers, may
bankline dispose of sediment generated during maintenance
dredging operations on the Illinois Waterway/River between
river miles 80.2 and 291 if:
1) Less than 10 of representative samples from a
proposed dredge cut are composed of fine—grained
material, where a material is fine—grained if more
than 20 of the sample passes a #230 sieve; on
2) The SSTFATE model indicates that applicable water
quality standards will be met at the perimeter of
a temporary area of allowed dilution having a
surface area no larger than 48,000 square feet,
and not exceeding either 1,000 feet in length or
150 feet in width; and
3) The U.S. Department of the Army, Corps of Engineers,
holds a Water Quality Certification for its dredging
operations from the Illinois Environmental Protection
Agency pursuant to Section 401 of the federal Clean
Water Act, 33 U.S.C. §1341 (1988).
b) When the provisions of subsection a) are met, Section 35
Ill. Adm. Code 304.105 (prohibition against causing a
violation of any applicable water quality standard), shall
not apply to bankline disposal by the U.S. Department of the
Army, Corps of Engineers, but only as 35 Ill. Adm. Code
304.105 pertains to the offensive conditions standard of 35
Ill. Adm. Code 302.203, the dissolved oxygen standard of 35
Ill. Adm. Code 302.206, the total lead and total zinc
standards of 35 Ill. Adm. Code 302.208, and the ammonia
—13—
nitrogen and un—ionized ammonia nitrogen standards of 35
Ill. Adm. Code 302.212.
IT IS SO ORDERED.
I, Dorothy M. Gunn, Clerk of the Illinois Pollution Control
Board, hereby certify that the aboye o~j.nionand order was
adopted on the
_~ 5 ~-~-
day of
A~.
~ L’
,
1993 by a vote
of ~‘—C
.
J’~_4-
~‘
Donothy N. Gur~n, Clerk
Illinois Po~.kutionControl Board
