1. 73-357
      2. No. PCB 81—144
      3. 73-359
      4.  
      5. 73-361
      6. 73.362
      7.  
      8. required to increase impoundment capacity by approximately 4
      9. 73-364
    1. obligations of this Paragraph 23 will commence immediately upon
    2. above.
    3. 17 is to be completed (as calculated in Paragraph 19), which
    4. permit exists now or may hereafter be amended, with the exceptior
    5. will not commence the study until 30 days after submitting the
    6. scope of work document to the Agency. Said report will be
    7. completed and submitted to the Agency within 6 months of the end
    8. The report will be prepared and delivered under the same terms
    9. and conditions as those described in Paragraph 10.
    10. Nothing in this paragraph shall bar the Agency from
    11. should Marathon elect not to take any corrective action deemed
      1. Robinson, Illinois 62454
      2. Dear Vicki,
      3. Sincerely,
      4. Robert C. Wallace
      5. FM Ml POll FCC
      6. lThtifls

ILLINOIS POLLUTION CONTROL BOARD
October 23, 1986
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
)
Complainant,
)
)
v
)
PCB 81—144
)
MARATHON PETROLEUM COMPANY,
)
an Ohio corporation,
)
)
Respondent.
MR. JAMES
L.
MORGAN, ASSISTANT ATTORNEY GENERAL, APPEARED ON
BEHALF OF THE COMPLAINANT.
MR. JEFF BENSON AND MR.
DAVID
R. SAAD,
ATTORNEYS AT LAW, APPEARED
ON BEHALF OF THE RESPONDENT.
OPINION AND ORDER OF THE BOARD
(by J.D. Dumelle):
This matter comes before
the Board on the September
14, 1981
Complaint brought by the Illinois Environmental Protection Agency
(Agency),
as amended on November 29, 1982.
Count
I of the Amended Complaint alleged that:
(1) from
February, 1979 until November 29, 1982, the Respondent
failed to
report loading and concentration levels for trivalent chromium
in
effluent discharged from one or both refinery discharge points
(001 and/or
002);
(2)
from July,
1979 until November 29,
1982
(including, but not limited
to,
the months of July,
1979;
November,
1979; June,
1980; July,
1980; August, 1980,
and March,
1981), the Respondent
failed
to report
for Discharge Point 002
daily maximum concentrations for parameters
for which such
measurements are
to be taken pursuant to its NPDES Permit;
(3)
from March, 1980 until November
29,
1982
(including,
but not
limited
to, March,
1980; June,
1980; July,
1980; August,
1980;
March, 1981;
and May, 1981), the Respondent failed
to report with
respect
to effluent discharged from Discharge Point 002 water
temperatures
(in the receiving stream) and
zinc concentration and
quantity levels, and
(4)
in July, 1979, the Respondent failed to
report with respect to effluent discharged from Discharge Point
002 precise 30—day average load levels
for hexavalent chromium,
thus failing
to fulfill the requirements of Standard Condition 16
of the Attachment H
to its NPDES Permit
in violation of Rules
501(a)
and 501(c)
of Chapter
3: Water Pollution Regulations
(now
35 Ill.
Adm.
Code 305.102)
and Section 12
(f) of the Illinois
Environmental Protection Act (Act).
73.351

—2—
Count
II of the Amended Complaint alleged that:
(1) from
February, 1979 until November 29, 1982, the Respondent has caused
or allowed
the discharge from Discharge Point
003.
of effluent
exceeding those parameter quantity and concentration limits
specified
in its NPDES Permit for the effluent parameters of
five—day biochemical oxygen demand (BOD5), phenols, hexavalent
chromium, suspended solids,
chloride, and total dissolved
solids;
(2)
from March, 1979 until November 29,
1982, the Respondent has
caused
or
allowed the discharge from Discharge Point
002 of
effluent exceeding those parameter loading and concentration
limits specified
in its NPDES Permit for the effluent parameters
of BOD5,
oil, fat and grease,
phenols, hexavalent chromium,
sulfide, total
chromium,
cyanide, suspended
solids, and chemical
oxygen demand
in violation of Rules 410(a)
and 901 of the Chapter
3: Water Pollution Regulations (now 35
Ill.
Adm. Code 304.141 and
35
Ill.
Adm. Code 309.102)
and Section 12(f)
of the Act.
Count
III of the Amended Complaint alleged
that, on various
specified occasions between May, 1979 and November 29, 1982,
the
Respondent has caused
or allowed the receiving stream into which
it discharges effluent from Discharge Points
001 and 002
to
exceed
the
ammonia nitrogen concentration above
the levels
allowed
in its NPDES Permit
in violation of Rules 410(a) and 901
of the Chapter
3: Water Pollution Regulations (now 35 Ill. Adm.
Code 304.141 and 35
Ill. Adm.
Code 309.102)
and Section 12(f)
of
the Act
After extensive discovery and numerous pre—hearing
procedural matters were disposed of, the initial hearing
in this
enforcement action was held
on April 15,
1985.
Subsequently,
lengthy settlement negotiations between the parties occurred.
A
second hearing was held
on September 30,
1986
and the parties
filed their proposed Settlement Agreement (Stip.)
on October
2,
1986.
The Respondent,
the Marathon Petroleum Company (Marathon),
is an Ohio corporation which is duly licensed and authorized
to
conduct business
in Illinois.
The Respondent owns and operates a
petroleum refinery near the eastern edge of the City of Robinson
in Crawford County,
Illinois.
Marathon operates a wastewater
treatment system
in connection with its crude oil refinery.
The
effluent from the Respondent’s wastewater
treatment system
is
discharged into an unnamed ditch via two point sources:
Discharge
Point
001
(main process discharge)
and Discharge Point 002
(emergency bypass impoundment basin*).
The unnamed ditch flows
*In connection with its wastewater
treatment system, the
Respondent maintains
and operates two stormwater retention basins
which are collectively known as the emergency bypass Impoundment
Basin.
Discharge Point 002
(i.e., Outfall 002), which
is
designated as the Impoundment Basin Discharge
in the draft.
(continued)
73-352

—3—
about nine miles east into Sugar Creek which is tributary to the
Wabash River.
(Stip. 2).
The Agency issued
the Respondent NPDES Permit 11L004073
on
November 19, 1974, pursuant
to the requirements of the Federal
Water Pollution Control Act,
33 U.S.C.
1151 et seq., which
authorized,
inter
alia,
the
discharge
of
effluent
from
Marathon’s
wastewater
treatment
system
via
Discharge
Point
001
to
the
receiving
water.
This
NPDES
Permit
was
reissued
by
the
Agency
on
April 23,
1976
and again on November 10,
1978 and the applicable
discharge requirements were modified by Board action
in two
subsequent proceedings: PCB 78—176
and PCB 80—102.
(See:
Opinion and Order of the Board dated February 15, 1979
in PCB 78—
176, Marathon Oil Company v. IEPA,
32 PCB 545,
and Opinion and
Order
of
the
Board
dated
October
2,
1980
in
PCB
80—102,
Marathon
Oil Company v.
IEPA,
39 PCB 541).
During
the settlement negotiations after
the
filing of the
instant enforcement action, the Respondent contended that
it was
in full compliance with its NPDES Permit and all applicable
statutes
and regulations.
(Stip.
2).
However, the parties
concomitantly concluded
that there was a need
for an engineering
study to determine the availability and feasibility of an
appropriate means
for
reducing
the frequency and
size of
Marathon’s discharges from Discharge Point 002
(i.e., Outfall
002), assuming, arguendo, that corrective measures would
be
appropriate.
Accordingly, the Respondent retained Radian
Corporation,
an independent nationally recognized engineering and
consulting firm located
in Austin, Texas,
to conduct an
engineering study and comprehensive review of Marathon’s
stormwater management alternatives.
(Stip. 3).
On May 21,
1984,
the Radian Corporation submitted its final
report
to the Respondent and this report was subsequently
submitted to
the Agency for its review.
After carefully
considering
and evaluating the study made by its independent
engineering consultant, Marathon submitted
a stormwater
management proposal
to the Agency and the Radian Corporation
conducted a supplemental study directed specifically at the
Respondent’s proposal.
(Stip. 3—4).
In light of the results of
the previously mentioned engineering studies, the parties have
developed
a proposed settlement agreement and the Agency has
agreed
to issue
an NPDES
Permit to the Respondent containing
substantially the same
terms and conditions as contained
in the
draft NPDES Permit incorporated
as Exhibit A of the Settlement
Agreement.
(Stip.
4—5;
see:
Exhibit A of the Stip.).
NPDES Permit set forth in Exhibit A of the Stipulation,
discharges
from
the
Impoundment
Basin
into
the
previously
mentioned
unnamed
tributary
to
Sugar
Creek.
73-353

—4—
The
primary
goal
of
the
Respondent’s
stormwater
management
program
is
to
increase
its stormwater impoundment capacity and
to
properly divert its non—refinery stormwater runoff.
The proposed
program
is designed
to enable the Respondent to store
and treat
stormwater runoff from
a storm having
a return frequency of a 10
year/24 hour storm,
as per U.S. EPA guidelines.
(Stip.
5).
Although the
10 year, 24—hour storm event was used
as a design
criteria, both the Agency and the Respondent agree that this
criterion
is
not
adopted
under
any
statute, regulation or
ordinance.
(Stip.
5).
The effectiveness of the design of the Respondent’s
stormwater control program was confirmed
in a supplemental
analysis which was performed by the Radian Corporation, since
the
initial
storrnwater program included some of the Respondent’s own
proposals.
(See: Exhibit
B of the Stip.).
The Respondent’s
engineering consultant developed
an appropriate model
for use as
a
tool
to
evaluate
the
system
after
construction
and
evaluated
data suitable for developing
a tank dike management plan to
maximize the storage of stormwater behind
the tank dikes.
It
is
stipulated that both the engineering
study on stormwater
management alternatives and
the supplemental analysis report have
been reviewed by the Agency.
(Stip.
5).
The Respondent’s stormwater management program was developed
utilizing the selection criteria of:
(1) design capacity;
(2)
the
Respondent’s ability to
implement the program without bypassing
or upsetting
its wastewater
treatment plant;
(3) cost efficiency,
and
(4) the Respondent’s ability to
implement the stormwater
program
in the shortest time period vis—a—vis other possible
alternatives.
(Stip.
5—6).
It is anticipated
that, no matter
what levels of rainfall occur
in relatively short time spans,
the
Respondent’s stormwater control program will provide sufficient
stormwater diversion and storage capacity to appropriately cope
with the situation.
(Stip. 6).
The Agency believes that the
Respondent’s proposal “should provide sufficient stormwater
impoundment capacity and stormwater diversion to assure
Marathon’s compliance with it NPDES permit”
and “accepts the
Marathon program on the basis of the data provided
in the Radian
report and supplemental analysis”, assuming that the program is
properly implemented by the Respondent.
(Stip. 5—6).
The proposed settlement agreement does not provide
for any
admissions of violations.
(R.
2—3).
However, it is stipulated
that the Respondent
shall pay a
sum
of $10,000.00
into the
Illinois Environmental Protection Trust Fund for
the purposes of
environmental protection and related enforcement programs within
30 days of the date of the Board’s Order.
(Stip.
11).
Additionally, the proposed settlement agreement provides
that the Respondent
shall:
(1) divert stormwater
runoff from its
land treatment facility to two storage tanks
(existing tanks 806
73-354

—5—
and 807 which each have a storage capacity of 1,575,000 gallons)
for storage pending treatment
in
its wastewater treatment plant
in full compliance with all applicable federal and state
statutes, rules and regulations;
(2)
design and construct
a
totally enclosed diversion system through the oil refinery
in
order
to divert the stormwater runoff from about 128 acres of
non-refinery land located south of the refinery property line as
designated
in Exhibit
C of the Stipulation;
(3) complete the
construction of the totally enclosed diversion system by November
1, 1987;
and
(4)
dredge the Impoundment Basin, as necessary,
to
increase its impoundment capacity by about 4,000,000 gallons and
maintain its stormwater management system storage capacity by
dredging
at least every two years thereafter
as required for
compliance with the terms
and conditions of its NPDES Permit
(including
the proper handling and disposal
of the dredged
material),
Moreover, the settlement agreement also provides that
Marathon shall:
(1)
record on at least a daily basis (except
where otherwise noted)
the on—site rainfall data;
the Impoundment
Basin water
level; the volume of water pumped from the
Impoundment Basin
to
the waste—water
treatment facility; the tank
806 and tank 807 water levels and withdrawal rates;
an estimate
of the volume of water directed from, or bypassed
around, the
Wastewater Treatment System
to the Impoundment Basin; the volume
of water leaving
the API Separator; and
the concentration of
B0D51(weekly), COD,
(twice weekly), pH,
(twice weekly), TSS,
(twice weekly)
and oil
and grease
(twice weekly), separately
analyzed and reported on
a composite basis for both water leaving
the DAF Unit and
for Impoundment Basin water
being pumped
to the
Wastewater Treatment System;
(2) maintain the records pertaining
to the previously mentioned data
in item #5 at the refinery for
a
period of at least three years and make such data available for
Agency inspection within
a reasonable period, upon request, after
a discharge from Outfall 002;
(3) develop a procedure
to use
diked areas
in
the tank farm
to
retain stormwater
and
to minimize
or eliminate discharges via Outfall 002
in
an appropriate manner,
as well
as keeping the requisite data pertaining
to the
tank farm
for Agency persual
and
inspection;
(4)
operate the Impoundment
Basin
so that water
is withdrawn at the maximum possible rate
which can be treated without upsetting the Respondent’s
wastewater treatment system;
and
(5) retain
an independent
consultant,
if necessary,
if undue problems result after
construction of its diversion system, as per agreement of the
parties.
(Stip. 6—li).
In evaluating this enforcement action and proposed
settlement agreement, the Board has taken into consideration all
the
facts and circumstances in light of the specific criteria
delineated
in
Section
33(c) of the Act and finds that settlement
agreement acceptable under 35 Ill. Mm. Code 103.180.
Accordingly, the Respondent will be ordered
to pay the sum of
73-355

—6—
$10,000.00
into the Environmental Protection Trust Fund and
to
follow the terms and conditions of the compliance plan as
delineated
in
the proposed settlement agreement.
This Opinion constitutes the Board’s
findings of fact and
conclusions of law in this matter.
ORDER
1. Within 30 days of the date of this Order, the Respondent,
the Marathon Petroleum Company,
shall, by certified check
or money order payable
to the State of Illinois and
designated
for deposit into the Environmental Protection
Trust Fund, pay the sum of $10,000.00 which
is
to be sent
to:
Illinois
Environmental
Protection
Agency
Fiscal
Services
Division
2200
Churchill
Road
Springfield,
Illinois
62706
2.
The
Respondent
shall
comply
with
all
the
terms
and
conditions of the Settlement Agreement filed on October
2,
1986, which
is attached
to this Order
and incorporated by
reference as if fully set
forth herein.
IT
IS SO ORDERED.
I, Dorothy
M. Gunn, Clerk of the Illinois Pollution Control
Board,
hereby certify that the ab ve7p~ini.onand Order was
adopted on the
~
of
__________________,
1986 by a vote
of
-
O
.
~Dorothy
M.
G nn, Clerk
Illinois Pollution Control
Board
73-356

K\I
OCT—2~986
~-rxrEOFl
~N0~F
N
~
i
L
F.
HART
I GA N
jOaU1~Qr4
CON~0~.
BOARD
ATTORNEY
GENERAL
STATE
OF
ILLINOIS
SPRINGFtELD
62706
September 30,
1986
Ms. Dorothy Gunn,
Clerk
Illinois Pollution Control Board
State of Illinois Center, Suite 11—500
100 West Randolph
Chicago, Illinois
6060.
Re:
IEPA v. Marathon Petroleum Company
PCB 81—144
Dear Ms.
Gunn:
Enclosed please find the original and ten copies of the
settlement agreement presented at the September 30th hearing in
the above-referenced cause for filing.
Please return one copy to
me with your file-stamp affixed thereto.
Thank you for your cooperation.
Sincerely,
/
.ames L.
Morgáln
C
Assistant Attörney General
Environmental Control Division
JLM:
rsr
Enclosures
cc:
Joseph
Wright,
Jr
Bruce Carlson
David
Saad
73-357

BEFORE THE ILLINOIS POLLUTION CONTROL
ENVIRONMENTAL PROTECTION AGENCY,
Complainant,
MARATHON PETROLEUM COMPANY, an Ohio
)
corporation,
)
)
Respondent.
)
SETTLEMENT
AGREEMENT
Pursuant
to
35
Ill.
Adm.
Code
Sec.
103.180,
the
following
Settlement
Agreement
entered
into
between
Complainant,
Illinois
Environmental
Protection
Agency
(hereinafter
“Agency”),
the Respondent, Marathon Petroleum Company (hereinafter
“Marathon”) and the Illinois Attorney General
(hereinafter
“Attorney General”),
is set out for the purpose of approval of
the proposals hereinafter set forth.
It is expressly understood
and agreed by and between Marathon, the Attorney Genera.
and the
Agency that the agreements, plans, stipulations and statements
herein contained are not binding on the parties and shall be
deemed null and void and held for naught,
in the event such
approval is not obtained, or in the event additional terms or
conditions which are unacceptable to the parties are imposed.
No
statement, stipulated fact or admission contained herein shall be
used in any other proceeding or cause of action, except in a
proceeding to enforce the terms of this Settlement Agreement.
Subject to the foregoing understanding and agreement,
it is
further agreed as follows:
No. PCB 81—144
73.358

FACTUAL
BACKGROUND
1.
Marathon is a foreign corporation duly authorized to
do business in the State of Illinois.
2.
Marathon owns and has operated at all times
pertinent hereto a petroleum refinery near the City of Robinson,
Crawford County, Illinois.
3.
In connection with the operation of Marathon’s
refinery,
it operates a Waste Water Treatment System.
The
effluent from Marathon’s Waste Water Treatment System is
discharged via Outfall 001 into an unnamed tributary of Sugar
Creek which ultimately flows into the Wabash River.
The
confluence of Sugar Creek and the Wabash River is approximately
nine
(9) miles east of the refinery.
4.
In connection with the
operation of the Waste Water
System, Marathon maintains and operates two stormwater retention
basins collectively known
as the Impoundment Basin.
Outfall 002,
designated the Impoundment Basin Discharge in the draft NPDES
permit, described in Paragraph 5 below and attached hereto as
Exhibit A, discharges from the Impoundment Basin into the said
unnamed tributary to Sugar Creek.
5.
On or about November 19,
1974, Marathon was issued
NPDES Permit No. 1L0004073 pursuant to the requirements of the
Federal Water Pollution Control Act,
33 U.S.C.
1151 et seq.,
which authorized, inter a3ia, the discharge of effluent from its
Waste Water Treatment System via Outfall 001 to the receiving
water.
Said permit was reissued on April 23,
1976 and
November 10,
1979 and was modified by action of the Illinois
Pollution Control Board in two proceedings:
PCB 78-176 and
73-359
—2—

80-102.
A draft renewal NPDES permit is attached hereto as
Exhibit A.
6.
On September 10,
1981, the Agency commenced this
proceeding by filing a complaint in three Counts.
7.
Marathon contends that it is in full compliance with
its NPDES permit and all applicable statutes and regulations.
8.
After extensive discovery, the parties concluded
that there was need for additional data,
information and
knowledge in order to determine the availability of an
appropriate means of reducing the frequency and size of
discharges from Outfall
002,
assuming,
arguendo, that corrective
measures are appropriate.
9.
Therefore,
in an effort to provide a means to
resolve this matter without further litigation, expense and
delay, Marathon agreed to retain an independent engineering
firm
of
known
stature to complete a study designed to provide the
data,
information and knowledge discussed in paragraph 8 above.
Radian Corporation,
a nationally recognized engineering and
consulting organization located
in Austin, Texas, was retained to
conduct a comprehensive review of stormwater management
alternatives.
The
fees
and
costs
for
said
study
were
paid
by
Maratnon.
A
final
report
was
submitted
by
Radian
on
May
21,
1984, and thereafter submitted to the Agency.
Since that date
Marathon has submitted
a proposal to the Agency and Radian has
conducted a supplemental study directed specifically at the
Marathon proposal.
10.
The Agency, their agents and attorneys, Marathon,
their agents and attorneys and the Attorney General agree that
73-360
—3—

the study,
data,
observations, work papers, documents or
photographs forming the basis of the study shall be discoverable
by the Agency, but shall not be introduced into evidence or used
in any way in this proceeding (except for purposes of impeachment
of the author or authors of the study or any witness who purports
to describe the contents or conclusions of the study) without the
prior written agreement of the Agency and Marathon.
The
provisions of this Paragraph shall apply to any study conducted
pursuant to Paragraph 25, except that such study may be used as
evidence in litigating the appropriateness of Marathon’s
determination of a program of corrective action arrived at under
Paragraph 25.
Marathon’s agreement to conduct said studies shall
in no way be deemed an admission.
11.
The Agency, the Attorney General and Marathon agree
that the delay
in prosecution of this action necessitated by the
studies was reasonable in light of the need for a thorough
engineering study given the nature, extent and causes of the
above
alleged
violations,
the
nature
of
Marathon’s
operations
and
control
equipment
and
the
benefits
to be obtained as the result
of
the
study.
12.
In
view
of
the
foregoing,
Marathon,
the Attorney
General and the Agency have agreed to settle this litigation,
through Marathon’s implementation of the terms and conditions of
this Settlement Agreement and through the Agency’s issuance of an
NPDES permit containing substantially the same terms and
conditions as contained
in the draft NPDES permit attached hereto
as Exhibit A.
Nothing
in
this Settlement Agreement bars Marathon
from prosecuting an
appeal
of
any permit conditions imposed in
73-361
-
.,

the issued NPDES permit that differs
from the conditions imposed
in the draft NPDES permit attached hereto as Exhibit A.
13.
The object of the program to be undertaken by
Marathon is an increase in storawater impoundment capacity
combined with a diversion of non—refinery stormwater run-off.
14.
The program is designed to allow Marathon to store
and treat stormwater run-off from a storm having a return
frequency of a 10 year/24-hour storm.1
The program was derived
with regard to the alternatives and volumes identified in the
Radian Corporation report, Storznwater Management Alternatives.
Because the program does include some
of Marathon’s own
proposals,
the effectiveness of the design was confirmed in a
supplemental analysis,
a copy of which is attached hereto as
Exhibit B, and both reports have been reviewed by the Agency.
While the 10 year, 24-hour storm event was used as a design
criteria,
both parties agree this criterion
is not adopted under
any statute, regulation or ordinance.
Nonetheless,
in light of
the supplemental analysis performed
by Radian Corporation, the
Agency believes the Marathon proposal should provide sufficient
stormwater impoundment capacity and stormwater diversion to
assure Marathon’s compliance with its NPDES permit.
15.
The selection criteria for the Marathon program
were design capacity, Marathon’s ability to implement the program
1 Development Document for Effluent Limitations Guidelines and
New Source Performance Standards for the Petroleum Refining Point
Source
Category.
Effluent Guideline Review Office of Water and
Hazardous Material, U.S.E.P.A., April,
1974,
Doc.
#EPA44O/1—74—014, page 100.
73.362
-5—

—_c—-.~
-
cost efficiency and Marathon’s ability to implement the program
in the shortest time period relative to other alternatives.
Radian’s supplemental analysis supports the conclusion that
regardless of antecedent moisture conditions the program will
provide sufficient storage capacity and stormwater diversion.
The
Agency accepts the Marathon program on the basis of the data
provided in the Radian report and supplemental analysis and the
belief that the program,
if properly implemented,
should assure
Marathon’s compliance with the NPDES permit.
SETTLEMENT TERMS
16.
Marathon will divert stormwater runoff from its
land treatment facility to two storage tanks (existing tanks 806
and 807)
for storage pending treatment in the waste water
treatment plant, all in compliance with applicable federal and
state statutes, rules and regulations.
Each of said tanks has a
capacity of
1.575 million gallons.
Run—off from the land
treatment facility resulting from a storm having a return
frequency of a 25 year/24-hour storm has been calculated by
Marathon to be 1.75 million gallons.
The land farm was designed
to impound an additional
25 year/24-hour storm pursuant to 35
Ill. Adm. Code Section 724.373(d).
These storage tanks and land
treatment facilities are designated on a map of the Marathon
Refinery,
attached hereto as Exhibit C.
17.
Marathon will design and construct a totally
enclosed diversion system through the refinery for diversion of
stormwater runoff from approximately 128 acres of non—refinery
73-363
—6—

land located south of the refinery property line,
as
designated
on Exhibit C.
18.
Marathon will dredge the Impoundment Basin as
required to increase impoundment capacity by approximately 4
million gallons and will maintain stormwater management system
storage capacity by dredging at least every two years thereafter
as required for compliance with the terms and conditions of the
NPDES permit to be issued under Paragraph 20 below.
Dredged
material will be handled and disposed of in accordance with the
Illinois Environmental Protection Act,
Ill.
Rev. Stat.
1985,
ch.
ill 1/2, par. 1001, et seq.
(“the Act”), and 35 Ill. Adm.
Code,
Subtitle G.
19.
Since, according to Marathon, a full construction
season will be needed to complete the actions described in
paragraph
17,
if the Board approves this agreement on or before
March
1,
1987 the work shall be completed by November 1,
1987.
However,
if the Board’s approval of this agreement comes after
March
1,
1987 and before March
1,
1988, this work shall be
completed by November 1,
1988.
The initial dredging called for
in Paragraph 18 and the work in paragraph 16 has been completed.
20.
The Agency has circulated for public comment a
draft NPDES permit to Marathon for a five year period from the
date of issuance in the form attached hereto as Exhibit A.
21.
This
Settlement Agreement,
if approved by the Board
in its entirety and if fully implemented, will obviate the need
for, and be in settlement of, further litigation of the types of
violations of the Act and IPCB regulations alleged in the First
Amended Complaint in this cause,
occurring up to the date of this
73-364

Settlement Agreement.
22.
Marathon will record on at least a daily basis
(except where
noted
otherwise)
the
following:
a)
on-site rainfall data;
b)
Impoundment Basin water level;
c)
volume of water pumped from the Impoundment
Basin to the waste water treatment facility;
d)
tank 806 and 807 water levels and withdrawal
rates;
e)
an estimate of the volume of water directed
from or by—passed around the Waste Water
Treatment System to the Impoundment Basin;
f)
volume of water leaving the
API
Separator;
g)
concentration of the following contaminants,
separately analyzed and reported on a
composite basis for both
(1) water leaving
the DAT Unit and
(2) Impoundment Basin
water being pumped to the Waste Water
Treatment System:
1)
BOD5 (weekly)
2)
COD
(twice weekly)
3)
~
(twice weekly)
4)
TSS
(twice weekly)
5)
Oil and grease (twice weekly)
These records (including any of the described records
and analyses made more frequently than the periods set forth
above) will be maintained at the refinery for a period of at
least three years and will be available to the Agency for
inspection.
Copies of such records will be provided within a
reasonable period to the Agency, upon request, after a discharge
from Outfall 002.
The obligations imposed by this Paragraph 22
will be coterminous with the term of the renewal NPDES permit to
be issued.
To the extent any of the recordation obligations set
forth above are in addition to current recordation practices,
such additional obligations will commence immediately upon the
completion of the actions described in Paragraphs 16 and 17.
73-365
—8—

23.
Marathon
will
develop
a
procedure
which
will
utilize diked areas in the tank farm to retain stormwater that
falls thereon and will control the time and volume of stormwater
released therefrom so as to minimize or eliminate discharges via
Outfall 002.
Although development of the procedure will be
on-going as experience is gained, Marathon shall collect,
maintain and review at least the following data concerning the
tank farm:
(1)
A depth versus volume curve
(chart) will be
developed and used for each tank dike area to
determine actual stormwater storage volume.
In
addition, a tank dike level monitoring system will
be installed and the volume of stormwater in tank
dike storage will be monitored, and recorded on at
least a daily basis, records to be retained for
three years.
(2)
The Impoundment Basin in-flow/out—flow and storage
volume will be monitored in conjunction with tank
dike storage volume.
Based upon the impoundment
storage volume, tank dike storage volume, water
return rate to the waste water treatment plant and
weather conditions, storm water would be released
from
various tank dike storage area(s)
at a
controlled/monitored rate to the impoundment basin.
(3)
Tank dike area drainage rate will be monitored
closely to minimize the storage of water in the
dike areas while also maintaining as much excess
impoundment basin capacity as possible.
These records (including any of the described records and
analyses made more frequently than the periods set forth above)
will be maintained at the refinery for a period of at least three
years and will be available to the Agency for inspection.
Copies
of such records will be provided within a reasonable period to
the Agency, upon request,
after a discharge from Outfall 002.
The obligations imposed by this Paragraph 23 will be coterininous
with the term of the renewal NPDES permit to be issued.
The
73.366
—9—

obligations of this Paragraph 23 will commence immediately upon
the completion of
the
actions described in Paragraphs 16 and 17
above.
24.
Marathon will operate
the
Impoundment Basin so
that
water
is
withdrawn
at
the
maximum
possible
rats
which
can
be
treated
without
upsetting
the
Waste
Water
Treatment
System.
25.
If Marathon experiences
a
discharge
from
Outfall
002 after
the
date on which the actions called for in Paragraph
17 is to be completed
(as calculated in Paragraph 19), which
discharge contains a contaminant listed under
the
draft NPDES
permit attached hereto as Exhibit
A
for that Outfall,
as
that
permit exists now or may hereafter be amended, with the exceptior
of total suspended solids, which contaminant
exceeds
the
daily
maximum concentration and load limits, as calculated
under the
draft NPDES permit, Marathon will retain
an independent
consultant for
the
purpose of analyzing the nature of the
discharge,
its cause or
causes, and the need
for and type of
further corrective action,
if any.
However, the parties may
agree that no such independent consultant’s report is necessary.
In the event such agreement is not reached between the parties,
Marathon will
submit
a written
description for the scope of work
to be performed to IEPA for
its
review
and
comments.
Marathon
will not commence the study until 30 days after submitting the
scope of work document to the Agency.
Said report will be
completed and submitted to the Agency within 6 months of the end
of IEPA’s comment period.
The
parties will discuss the report o
the independent consultant within
30 days of the submittal of
th
report.
If the consultant recommends
further corrective action,
73-367
10

Marathon shall prepare, within 90 days after the submittal of the
report, a program for appropriate corrective action, unless the
parties agree that no further corrective action is warranted.
The report will be prepared and delivered under the same terms
and conditions as those described in Paragraph 10.
Nothing in this paragraph shall bar the Agency from
seeking any relief of any type in any
forum
against Marathon,
should Marathon elect not to take any corrective action deemed
necessary by the Agency, without regard to the findings or
recommendations
of
the
independent
consu1ta~t.
Further, nothing in this Agreement affects Marathon’s
responsibility
to
comply with,
nor the power of the Agency and
State
of
Illinois
to
enforce,
any
applicable
law
or
statute.
26.
Marathon agrees to pay a sum
of $10,000.00 to the
Environmental Protection
Trust
Fund for the purposes of
environmental protection and related enforcement programs.
Marathon agrees to make such payment within 30 days of the date
of the approval of this Settlement Agreement.
Marathon waives
its right to have any unused portion of said payment returned to
Marathon.
MARATHON
PETROLEUM
COMPANY
BY:_________
DATED:
9-.~S—~
ILLINOIS ATTORNEY GENERAL
ILLINOIS ENVIRONMENTAL PROTECTION
AGENCY
BY
:~~L
BY:_____________
DATED:
9
~
DA431
‘~o/~
~
73-368
11

NPDES
Permit
No.
1L0004073
Illinois
Environmental
Protection
Agency
Division
of
Water Pollution
Control
2200
Churchill
Road
Springfield,
IllinoIs
62706
NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
Reissued (NPDES) Permit
Expiration
Date:
August
1,
1991
Issue
Date:
Effective
Date:
Robinson,
Illinois
62454
Crawford County
In
compliance
with
‘e
provisions
of
the
Illinois
Environmental
Protection
Act, Subtitle
C
Rules
and
Regulations
of
the
Illinois
Pollution
Control
Board,
and the FWPCA, the above-named permittee
is hereby authorized to discharge at
the above
location to the above-named receiving stream in accordance with the
standard conditions and attachments herein.
Pennittee is not authorized to discharge after the above expiration date.
In
order to receive authorization to discharge beyond the expiration date, the
permittee shall
submit the proper application as required by the Illinois
Environmental
Protection Agency (IEPA) not later than 180 days prior to the
expiration date.
Thomas
G.
McSwiggin,
P.E.
Manager, Permit Section
Division of Water Pollution Control
EXHIBIT A
Name
and Address of Permittee:
Facility Name and Address:
Marathon Petroleum Company
Robinson
Refinery
539
South
Mai n
Street
Findlay,
Ohio
45840
Marathon
Petroleum
Company
Robinson
Refinery
Illinois
Refining
Division
Marathon
Avenue
Discharge
Number
and
Name:
Receiving
Waters:
001
Treat.i~entPlant
Dis:
;~
002
Impounc~nentBasin D~narge
Unnamed
~
butary
to
Sugar
~
Unnaine~
•-‘
outary
to
Sugar
~4:YS:ds:579lC,sp
a
73-369

NPDES
Permit
No.
1L0004073
Effluent Limitations and Monitoring
LOAD LIMITS
CONCENTRATION
lbs/day
LIMITS
mg/l
30
DAY
DAILY
30
DAY
DAILY
SAMPLE
TER
AVG.
MAX.
AVG.
MAX.
FREQUENCY
m the effective date of this permit until the expiration date of this permit, the ~
liowing discharge(s) shall be monitored and limited at all times as follows:
Outfall(s):
001
MGD)
Daily
C
See
special
condition
no.
1
2/week
Gi
ature
See
special
condition
no.
2
2/week
Gi
241
*~~*
61 2****
10
20
2/week
Suspended
ds
~9****
735****
12
24
2/week
Ci
9767~~
l882l*~
2/week
C
ats&
~se
36l*~~~
763~~
15
30
1/week
M
C
Is
4~5***~
0.2
2/week
C
a-N
763
l679~*~
2/week
C
7.4
16.5
2/week
C
ium
(total)
lO.4****
3Q3*k**
1.0
2.0
2/week
C
lum
(hexa-
~nt)
l.8****
0.1
2/week
C
700
2/week
C
Dissol ved
Ids*~
3500
2/week
C
ilzed
alTunonia
as N*~~*
2/w~ek
C
special
condition
no.
3
e
special
condition
no.
4
ee
special
condition
no.
8
See special condition
no. 14
73-370

HPDES Permit No. 1L0004073
Effluent Limitations and-Monitoring
LOAD LIMITS
CONCENTRATION
lbs/day
LIMITS mg/i
30
DAY
DAILY
30 DAY
DAILY
SAJ4PLE
~TER
AVG.
MAX.
AVG.
MAX.
FREQUENCY
1
Outfalls:
002*
When Djscha~
~MGD)
Daily
See
special condition no.
1
Daily
£AAA
~
10
20
Daily
Suspended
____
____
Ids~
£AA*
*Ak*
12
24
Daily
rats &
~se
15
30
Daily
Ia Nitrogen~
Daily
0.3
0.6
Daily
lum (hexa
-____
AA~
~
0.1
0.3
Daily
Ium
1.0
2.0
Daily
~al
)***
****
****
****
****
Daily
special
condition
no.
13
e
special
condition
no.
11
ee
special
condition
no.
8
73-371

Page 4
NPDES Permit No.
IL0004073
Special Conditions
1.
The
pH
shall
be
in
the
range
6.0 to
9.0.
2.
DIscharge of
wastewater
from
this facility must
not
alone or in
combination with other sources cause the receiving stream to violate
the
following
thermal
limitations at
the
edge of
the
mixing zone
which is defined by Rule 302.102, Illinois Pollution
Control
Board
Rules and Regulations, Chapter 1:
Water Pollution, as amended:
A.
Maximum
temperature
rise above natural
temperature
must
not
exceed 5oF (2.lBoC).
B.
Water temperature at representative locations in the
main
river
shall
not
exceed
the
maximum limits
in
the
following
table
during
more
than
one
(1)
percent of
the
hours
in
the
12-month
period
ending
with
any
month.
Moreover,
at
no
time
shall
the
water
temperature
at
such
locations
exceed
the
maximum
limits
in
the
following
table
by
more
than
30F
(l.6’°C).
(Main
river
temperatures
are
temperatures
of
those
po’~tionsof
the
river
essentially
similar
to
and
following
the ~amethermal regime as
the
temperatures
of the main flow of the river.)
Jan.
Feb.
Mar.
Apr.
~
June July
~.
Sept.
Oct.
Nov.
Dec.
OF
60
60
60
90
90
90
90
90
90
90
90
60
O~
15.6
15.6
15.6
32.2
32.2 32.2 32.2
32.2
32.2
32.2
32.2 15.6
3.
Mathematical
composites for oil, fats and greases shall consist of a
series
of
grab samples collected over any 24—hour consecutive
period.
Each sample shall
be analyzed separately and the arithmetic
mean of all
grab samples collected during a 24-hour period shall
constitute a mathematical composite.
No single grab sample shall
exceed a concentration of 75 mg/i.
4.
The
terms and conditions of PCB 85-83
are
hereby incorporated by
reference as If fully set forth herein.
5.
Sample taken in compliance with the effluent monitoring requirements
for discharge #001
shall
be taken at a point representative of
discharge
#001
but
prior to mixing with discharge #002.
73-372

Page 5
NPDES Permit No.
1L0004073
Special Conditions
6.
Sample
taken
in compliance with the effluent monitoring requirements
for discharge #002 shall
be taken at a point representative of
dIscharge
#002.
but prior to mixing with discharge
#001.
7.
The
permittee
shall
record
monitoring
results on
Discharge
Monitoring
Report
Forms
using
one
such
form
for
each
discharge
each
month.
The completed
Discharge
Monitoring
Report
forms
shall
be
submitted to
IEPA no later than the 15th
day of
the
following month, unless
otherwise specified by the permitting authority.
Discharge
Monitoring
Reports
shall
be
mailed
ta the
TEPA
at the
following
address:
Illinois
Environmental
Protection
Agency
Division of Water Pollution Control
2200 Churchill Road
SpringfielJ,
Illinois
62706
Attention: Compliance Assurance Section
Additionally,
Discharge
Monitoring
Report
forms
shall
be mailed to
United States Environmental Protection Agency
in
Chicago on a
quarterly basis.
The pennittee shall
submit the reports as follows,
unless
otherwise
specified
by
the
permitting
authority.
Period
Report
Due
At
U.S.
Environmental
Protection
Agency
Jan,
Feb,
Mar
April
28th
April, May, June
July
28th
July, Aug, Sept
October 28th
Oct,
Nov,
Dec
January 28th
Reports shall
be addressed to United States Environmental Protection
Agency as follows:
NPDES Compliance Unit
United
States
Environmental
Protection
Agency
Region
V
230
South
Dearborn Street
Chicago,
Illinois
60604
73.373

Page 6
NPDES Permit No. IL0004073
~pecialConditions
8.
Storm Water Credit:
An additional
storm water credit for the following parameters shall
be calculated based on 100
of the storm water flow as defined
below.
Pounds per
1000
gallons of storm water flow
Parameter
Average
Maximum
COO
1.6
3.1
Oil and Grease*
0.067
0.13
BOD
.22
.4
TSS
.18
.28
Hexavalent
Chromium
.00023
.00052
Total
ChromIum
.0018
.005
Phenolic
Compounds
.0014
.0029
Dry
Weather Flow
-
The
average flow from the
API
separator for the
last
three consecutive
zero precipitation
days.
Previously
collected
storm
water
shall
not
be
included.
Storm Water Flows
-
The storm water runoff which Is treated in
the
waste
water
treatment facility
shall
be
defined
as
that
portion
of
the
flow greater
than
the
dry
weather
flow or
which
is
discharged
from Outfall
002.
The storm water credit does not authorize the pennittee to exceed the
concentration limits contained in Effluent Limitations and
Monitoring, Page 2.
In computing monthly average permit limits to include storm water
credit, the pound credit calculated above
shall
be averaged along
with process pound limits over the 30 day period.
Explanatory
calculations and flow data shall be submitted together with discharge
monitoring reports.
The total
quantity
(of any constituent for which
there
is a load
limit’ prescribed on page 2 of this permit under Outfall 001)
discharged from Outfalls 001
and 002 shall
not exceed the sum of the
storm water credit plus the load limits listed on Page 2 of this
permit under Outfall
001, subject to Special Condition No.
13.
*At no time, the pertnittee shall exceed more than 918 lbs of fats,
oil and grease in the discharge from Outfall
001.
9.
The permittee shall monitor Outfall
001 twice per year and Outfall
002 during two separate discharges associated with two distinct
precipitation events at least if two such discharges occur during a
calendar year, as follows:
a.
Polynuclear*
aromatic
hydrocarbons
using
U.S.EPA
method
#
610
(44
FR
69514), and
b.
Benzene, toluene and ethylbenzene using U.S.EPA method #
602
(44
FR
69474)
73.374

Page 7
NPDES
Permit
No.
1L0004073
Special
Conditions
Sample
type
shall be a 24 hr. composite sample.
The results shall
be
submitted
during
April
and October to both IEPA and USEPA unless
otherwise specified by the Agency.
If
the
permittee,
after
monitoring
the
above items (a) and (b)
twice,
can
demonstrate
to
the
satisfacti on
of
the
Agency
that
the
parameters
are
not
found
at
a
level
of
environmental
or
human
health
significance
during
the
one
year period,
upon written
request
by
the
permittee,
the
Agency
shall
review
the
monitoring
requirements
and
may,
at
their
discretion,
revise
or waive
these
monitoring
requirements.
List
of
Polynuclear
Aromatic
Hydrocarbons
Benzo
(a)
anthracene
(1
,2-benzanthracene)
Benzo
(a)
pyrene
(3,4-benzopyrene)
Benzo
(b) fluoranthene
Benzo
(k) fluoranthene
(11 ,12—benzofluoranthene)
Chrysene
Acenaphthyl ene
Anthracene
Benzo
(g,h,i)
perylene
(l,l2-benzoperylene)
Fluorene
Phenanthrene
Indeno
(1 ,23-c,d) pyrene (2,3-0-phenylenepyrene)
Pyrene
If
the
Agency
determines
that
any
of
the
parameters
are
being
discharged
at
a
level
of
environmental
or
human
health
significance,
the
permit
may
be
reopened
to
incorporate
limitations,
In
accordance
with
the
Federal
and
State of
Illinois
Rules
and
Regulations.
10.
This
permit
does
not
authorize
the
permittee
to
operate
an
onsite
sludge disposal facility or the land application of sludge onsite.
11. At the option of the
Illinois Environmental
Protection Agency, the
monitoring and reporting of BOO5, total
suspended solids
ammonia
nitrogen, phenol, chromium (hexavalent), chromium (totals and COD as
listed on the effluent limitations and monitoring page for outfall
002
may, at their discretion, revise or waive these monitoring
requirements,
providing
that
the
following
conditions
have
been
met:
A.
No
violations
of
the
maximum permit limitations
are
observed
during
the period of which
the parameters were monitored.
73.375

Page 8
HPDES
Permit
No.
110004073
Special
Conditions
8.
Monitoring
of
the
parameters
indicates
a
consistent
average,
with
little
deviation
at
a
point
below
the permitted
average
concentration.
C.
The parameters
indicated have been
monitored
for a continuous period
of
6 calendar
months
and at
least three
discharge
occurrences
have
been
monitored.
The
peraittee
must
make
the
request to
discontinue
the
monitoring in
writing
and
include
a
summary
of
the
data
collected.
12.
In
accordance
with
applicable
federal
and
State of Illinois
regulations,
the
Agency
may
modify
this
permit during
its
tens to
Incorporate
requirements for
biological
toxicity
testing
of
discharges
or
receiving
waters,
and
to
incorporate
additional
requirements
or
limitations
based
on
the
results
of
such
testing,
following public notice and opportunity for hearing.
13. Any discharge that occurs from Outfall
002
is considered to be a
bypass, as defined below, and subject to the condition contained
below:
Bypass
(1)
Definitions.
Ci)
TMBypass”
means
the intentional diversion of waste streams
from any portion of a treatment facility.
(ii)
“Severe property damage” means substantial physical
damage
to property, damage to the treatment facilities which
causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be
expected to occur
In the absence of a bypass.
Severe
property damage does not mean economic loss caused by
delays in production.
(2)
Bypass not exceeding limitations
The permittee may allow any bypass to occur which does not cause
any effluent concentration or quantity limitations to be
exceeded, but only if it also Is for essential
maintenance
to
assure efficient operation.
These bypasses
are
not subject to
the provisions
of paragraphs
(3) and
(4) of this condition.
73.376

Page
9
NPDES
Permit
No. 1L0004073
Special
Conditions
(3)
NotiCe
(i)
Anticipated
bypass.
If
the
permitte?
knows in advance of
the need
for
a
bypass,
It shall
submit prior notice, if
possible
at least
ten
days
before
the
date
of
the
bypass.
(ii)
Unanticipated
bypass.
The
permittee
shall
submit notice of
an
unanticipated bypass as required in 40 CFR 122.41 (16)
(24—hour notice.)
(4)
Prohibition of bypass
(I)
Bypass
Is prohibited, and the Director may take
enforcement
action against a perinittee for bypass, unless:
(A)
Bypass was unavoidable to prevent loss of life,
personal
injury, or severe propt~rtydamage;
(B)
There were no feasible alternatives to the bypass,
such as the use of auxiliary treatment facilities,
retention of untreated wastes, or maintenance during
normal periods of equipment downtime.
This condition
is not satisfied if adequate back-up equipment should
have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which
occurred during normal periods
of
equipment
downtime
or preventive maintenance; and
(C)
The permittee submitted notices as required under
paragraph
(3) of this condition.
(ii) The Director
may
approve an anticipated bypass, after
considering its adverse effects, If the Director determines
that it will meet the three conditions listed above In
paragraph
(4)(l) of this condition.
14. The amonia as (N) concentration
shall
not exceed 1.5 mg/l during the
months of April
through October or 4.0 mg/l during the months of
November through March, unless the unionized ammonia concentration
does
not exceed 0.04 mg/l.
15.
The Permittee’s discharges shall
not,
alone or in combination
with
other sources, cause a violation of any applicable water
quality
standard.
73-377

C~RPORA?ION
3 January 1985
222—103-02
Vicki
May
Marathon Petroleum Company
1000 Marathon Avenue
Robinson, Illinois
62454
Dear Vicki,
As per our telephone conversation, enclosed
is
a copy of the model output for
the Marathon stormwater proposal.
We are preparing a letter which will discuss the
use of this model
as
a tool
for
evaluation
of
the
system
after
construction,
Also
this
letter
will
specify
the
data
needs
for
developing
the
tank dike
management
plan
for
optimizing the storage of stormwater in the
tank
dikes.
If you have any questions, please don’t hesitate to call.
Sincerely,
Robert
C.
Wallace
Staff Engineer
RCW:dla
Enclosure
RECEIVE
JAN
05
J. E. FORT
a
73.378
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INFLON
~o
potip
~1S~P)CE
8U?*bFF
L~DES
v(’LOfll.
E.~FLi~
FUND
YliLU~lE
£VERFLDó
FSOI
~Y
(1NOHES’
(6ALIDAI)
I6kLL0N~
ilul~LLiIN3)
LS~L/DA’v)
ISALLOJS)
(3ALLONS)
HNL,t13s
12
0.000
C.OOu
73
3.699
0.000
-2.655+05
6.905106
0.001+00
-4.515405
1.095407
O.00E~00
95.7
33
0.000
0.000
73
3.699
0.000
-2.68E~U5
4.645+06
0.005+00
-4.525+05
1.045*07
0.005400
97.1
14
0.000
0.000
13
3.699
0.000
-2.655+05
6.315+06
0.005+06
-4.521.05
9.965+06
0.005+00
91.7
15
0.0(0
0.000
73
3.699
0.600
—2.855+05
6.105+06
0.00E~00
-4.S2Eh’S
9.515+06
0.01,5+00
~uI.1
lb
0.000
0.600
13
3.699
0.600
-2.655+05
S.8.E~0a
0.U0Es00
-4.525.05
9.065+06
0.005+00
103.7
(7
0.0(0
0.000
73
3.699
0.600
-2.s95’05
5.585t0o
0.0~E+03
-4.515’35
8.615406
0.~0E~i0
105.1
18
0.000
0.000
73
3.699
0.000
-2.~5E~05 5.3flE,~
0.001+00
-4.52E+~5
8.155+06
0.005*00
~01.E
19
0.000
0.000
73
3.699
&0~0
-2.64.E’05
5.03E~’s
0.viE~o0
-4.~2Et05
/.104+06
0.00E’00
h’9.6
20
0.0t~
0.000
73
3.o99
0.000
-2.ôFi+05
4.7&i’~
t’.t~~E~0O
-4.21”S
1.255s0t
0.00E’0G
1)1.9
23
3,000
0.000
73
3.699
0.000
-2.695~05
4.4’~E’..i6
O,~05~00 -4.52E’uS
6.8~E’06
0.~i’5+60
11.b
22
0.OuO
0.003
73
3.699
0.(vO
—2.695’05
4.22(406
0.0’E’Ot’
-4.525+05
6.355’0b
0.0~E+0o
~15.5
23
0.000
0.060
73
3.o39
0.000
-2.655.05
3.9&44~8
(.OCE+06
-4.335.05
5.815406
0.OC’E’vi
1)7.4
24
~.210
(.000
73
3.699
0.600
-2.655.05
~.69Es06
0.ooEsOli
-4.525~05
5.445+06
0,005.00
119.8
25
0.130
0.230
73
3.699
O.oll
—2.8e5s05
3,~~i4~6
0.OUEtOO
-4.5i~05
4.9i~+0b
0.0(EsOC
121.5
26
0.000
0.34~
73
3.699
0.00’
-2,ê~E-05
3.t5Etv~
u.oos+oe
-4.52E.’5
4.54E~o6
0.005s(0
~23.&
21
0.v00
0.340
13
3.659
0.000
‘.6:E.O5
2.iE’36
0.005400
4.325+05
0.165400
l2~.5
2~
0.000
1~.340
73
3.69?
0.000
-2.855t05
2.62E~i6
0.04.5.00
4.~2Eh:5
~,63E+U6
0.005+Oii
127.8
?~
0!we
i..140
73
3.699
0.000
-2.665.4.45
2.3~E•&~
v.005.00
-4.525405
3.155*06
0.005’00
123.9
30
0.~0U
0.110
73
3.699
0.0:/0
-2.695+05
l.0LE~4.~
U.0~’5+o0
-4.~2E~05 2.13E~06
o.ot’s+eo
ill,?
33
0.400
0.060
73
3.699
0,000
—2.655.05
).uE.Oo
-4.52E’~3
2.25E+~~6
U.002’00
123.1
AVO
1
0.000
0.486
13
3.695
0.oUO
—2.6SSfL’S
l.~4E~”b
0.005+00
—4.5)5405
l.L~E408
0.005400
)~.9
2
0.(~O
0.480
13
3.69?
0.0,0
-2.635~05
l.2~E~08
0.uvEsOO
—4.525405
1.315*06
0.005+00
137.9
A
Al.!.
&~
it
t-Aqq
0.tsOO
-2.655.65
1.U15s0S
0.005,00
—4.525+’iS
9.225+05
0.00?sOo
339.9

ORAINIIGE
TRE~TMEfl1
IKITIAL
AREA
RAil
ChFACIH
~DLU~E
LACRES)
(&e~LI~i$)
(SALLON6I
(6ALLONSI
01)5
01~E
DIKE
DIKE
190
lBs
2.565+07
6.005+06
POND
FOND
POND
POND
289
500
3.245+01
1.005+01
ihC~EflEN~AL
FIVE
DAY
CJRVE
S
INCRE$EN1~L
It~FLO~
ID
0115
D1).E
lhFLW
TO
FOND
P0k)
DI~TA~tCE
PF.ECIF
NUfl8ER
VALUE
hU~OF~
DIKES
Vkbfli
3VE~FL9N
FOND
V~LLN5
OVEKLOW
FR~M~,P
ND
DAIS
(1ErI?5~
(iNCHES)
(INCr~ES)
(SAL/DAY)
(3ALL!Nb~
(SAiLONS)
I6(r./DAY)
(bALLDNS~
I6kLC?~S) (I~i~1ES~
4
0.000
0.460
73
3.699
0.600
—2.65E’05
7.4UE*(~5
0.o0E.~’0
-4.52E.&~5
4.705+05
0.005+00
141.9
5
0.005
0.480
13
3.699
0,010
-2
5+’5
4.125+’j5
0.605+00
-4.5iE~05
1.635+04
0.315+00
I43~3
6
0.t0’l
0.005
73
3.699
0.000
—2.655+05
2.04E’0~
0.003+63
-4.52E+~5
0.oOE’u0
0.005+00
144.0
1
0.0~0
0.005
13
3.699
0.OCO
-2.695+(5
0.0’ i+tO
3.0)E+~0
-7.205.05
0.00E~00
0.;05.00
144.0
8
0.000
0.005
73
3.699
0.006
-2.6~E+05
0.OCE’00
0.005+00
-1.205+05
0.005+00
0.005+00
144.0
9
0.000
0.005
‘73
3.69?
0.030
-2.655+05
O.3(E~0)
0.005+00
-1.20E~05
0.005+00
0.1,~5.~0
144.0
10
0.000
0.005
13
3.699
0.000
—2.655+15
0.005+00
6.005+00
-1.205+05
0.005*00
0.00~E+00
~44.0
11
0.000
o.600
73
3.699
0.000
-2.655*05
o.uos+i:~~
0.005400
—1.201405
0.005+00
0.0(’i’00
:~4.0
32
0.000
0.000
73
3.699
0.000
-2.655405
0.OOE.0(
1.uOE+00
-7.:05+us
0.0@E’UO
0.00E+Ou
144.0
13
0.000
0.030
13
3.699
0.000
—2.6SE’03
0.0~E.00
(‘.005+03
-7.205*05
0.005400
0.005*00
144.6
14
0.UuO
0.000
7~
3.699
0.vOQ
-2.695+05
0.OOE+v)
0.005+06
-7.23E~05
0.001+00
0.005+00
344.0
15
0.000
0.000
13
3.699
0.000
-2.6~E’05
0.0.i~00
0.005+00
-1.2u5+05
0.OOEfOO
0.005+00
144.0
0.000
0.000
73
3.b99
0.000
-2.685.05
0.00E~0
0.005+00
-7.205.05
0.00E~’)0
0.06E’00
144.0
17
1.090
0.000
73
3.699
0.030
-3.205.05
0.005+00
0.005+60
-4.825+35
0.U0?’30
0.o)E~0G
144.0
19
0.000
1.09v
87
1.494
0.OuO
—2.885+05
0.005.0)
0.00E’OO
-1,21E’05
3.005+00
0.0(5,00
l44.0
19
0.OuO
1.090
87
1.494
0.030
-2.685+05
0.005’(0
0.005400
-7.265+05
0.005+30
0.~iLEi00
l44.0
0.000
1.090
8/
1.494
0.000
-2.685~05
0.U0E~0)
0.005+00
-7.205.05
0.005400
0.001*00
t~4.0
21
0.000
1.096
81
1.414
0.000
-2.685+33
0.00E+0~
0.301-03
-7.2oSsOS
0.005+00
0.005.o0
)44.C
22
0.090
1.090
8?
1.494
0.006
-2.665+05
0.005*00
0.305+00
-7.201+05
0.605+00
0.00E~00
344.0
23
0.020
0.080
1.3
3.699
0.OvO
—2.6&EsuS
0.o05~00
0.OvE’00
-7. 205+05
0.001400
0.005+00
1’4.0
24
0.000
0.100
73
3.699
0.000
-2.68E.u5
0.005+00
0.001+00
-7.205+05
0.001+00
0.001+00
144.0
25
0.000
0.300
73
3.699
0.000
-2.685+05
0.065+03
0.001+00
-7.205.05
0.00(400
0.001+60
344.0
26
0.000
0.100
1.3
3.699
0.600
—2.681+05
0.00(400
0.001+00
—7.201+05
0.001400
0.005+00
144.0

DRAIPsASE
TR~ThE’(1
INITIAL
AREA
Rh’S
CAFACITY
VCLi~E
(ACRES)
ii3A!.!NiN)
(SALLCNS)
(SALIONSI
DIKE
D1~E
DIVE
DIKE
180
186
2.56E~01 6.005+06
PD~D
PUN)
POND
POND
299
500
3.241+07
1.0VE~07
INCRL$EPITAL
FIVE DAt
CtJRVE
S
INCRE$EPsT~.
INFLC’*
10
:~E
UVE
l~~L~4
10
PD)~D
FONO
oisr~r:E
PRECIP
PRELIP
NUI8ER
VALUE
R1h~F
DiViS
0.~LLi5
OVE~FL~JW
F~M3
V~LLi~E
flVEFi.l~F~)~i
1~F
NO
DAlE
(INCHES)
((~CbES)
(1NLI~E9)
(SALIAY)
(6ALLt~)
(6ALL~*S)
(6A~.Iii~Yi
f6ALL0~4S)
(D1sLL0~S)
(1NCt~ES)
21
0.l8~
0.100
73
3.699
0.000
-2.6~E.05
U.0~5t00
0.005+00
-7.205+05
0.0*1+00
U.00E~00
144.0
28
OMO
0.230
73
3.699
0.000
-2.6854’S
0.uOS+Oo
0.005+00
-7.235+35
0.00E~C0
0.305*00
I44.0
29
0.000
0.890
81
3.494
0.000
-2.655+05
0.005*00
0.005+00
—7.20E~05
0.005*00
0.001+00
144.0
3u
0.000
0.893
87
1,494
0.000
-2.855+05
0.0(E’&~0
0.005+00
—7.205.05
0.40(400
0.605+00
344.3
31
0.006
0.890
87
1.494
0.000
-2.685405
0.~CE+00
0.065+60
—1.24.5.05
0.005400
04)~E+00
144.0
SEP
I
0.OiO
0.890
87
1,494
0.000
-2.LSE~U5
0.3~EsoO
0.005+00
-7.205+05
0.001+00
0.005+00
~44.(
2
0.000
0.710
81
1.494
O.3’o
2.b8E+US
0.005-00
0.005+00
-1.2v5.O5
0.005403
0.0~E$0u
l~4.3
3
0.000
0.000
~3
3,699
0.100
-2.685*05
0.005*00
0.0(5+00
-?.2tE’05
0.03E•30
0.0(5+10
144.)
4
0.000
0.000
73
3.691
0.000
-2.6SE~u5
0.vOE+Oii
0.3OE~00
-1.205.05
0.005+30
0.005•03
14’.0
5
0.000
0.OuO
fl
3.699
D,OuO
—2.635+45
0.035+00
0.U0E~0)
—7.205.05
0.005+00
0.OuEsOO
)44.~
6
0.030
0.000
73
3.699
0.000
—2.685.65
0.001+00
O.00EiaO
-1.201+05
0.005400
0033E~00
14~.u
7
0.000
0.03u
73
3.699
0.010
-2.655.05
0.0(5.00
0.uOEt00
—7.201.05
0.005+00
0.005+00
144,6
8
0.006
0.033
73
3.619
0.010
—2.685+05
0.005*00
0.001+00
-1.205.05
0.00E~00
0.0(1+00
144.0
9
0.000
0.030
73
3.699
0.000
-2.885’OS
(‘.00E’00
0.00E’00
-1.205.05
0.OOE400
0.305+00
14’.0
30
0.0(10
0.030
13
3.699
0.0(10
.
—2.605+05
0.001+00
0.0(5.4)0
—7.2(5+05
0.001+00
0.305400
~44.0
II
0.020
0,033
73
3.639
0.000
-2.65~+u5
0.U~’~+60
0.00E~0U
~1..~0E+3S
0.001400
6.0LEsoO
144.0
12
0. 050
6.020
73
3.699
0. 0t’~
—2.o5Es.~5
0.
(4~•t
0. vIE toO
—7. 205.5’S
0.001+00
0.035+00
144.o
13
0.OoO
0.Olv
73
3.699
0.u00
-2.o?5s05
0.305~’3
0.~0E.0D
—7.205+05
3.005+00
0.6GE~(’u
144.0
14
0.000
0.070
13
3.699
0.000
-2.885.05
0.~~0E’00
0.305400
—1.205+06
6.035+00
0.o)E.(0
144.0
15
00(oO
0.010
13
3.699
0.000
—2.69Es”S
6.0iE*31
O.005+oO
-7.205’05
0.005+06
0.005+00
144.0
0.080
u.07’3
73
3.699
0.000
-2.6(5+05
0.001~o0
0.005+00
-7.205405
0.vOE’60
0.uOE’00
144.0
I?
0.000
0.330
13
3.699
0.000
-2.655+05
0.uOEs”)
0.~vlso0
—1.205+33
O.00E~00
0.005+00
(44.0
‘8
0.030
0.OBU
13
3.699
0.000
—2.605+05
U.vDE+00
0.vOE+00
-7.205+05
0.005+00
0.oO?sOO
144.3

DRAINA6E
1fiEAI~EPs1
INITIAL
APEA
RATE
tAFACITY
v3~Lii1?
(ACRES)
(GAL/NIK)
6A1.LONS)
(EA~L6N5)
01)1
DIKE
DDE
DIKE
180
186
2.~6E+01
6.001+06
i’GhD
FOND
POND
POND
289
500
3.241+01
1.081+07
1~CREl(EN1AL
FIvE
DAY
CURVE
S
INSRENNT*L
INFLON
TO
CDI
DI).E
!NFLUW
10
FOND
POND
DISTANCE
PRECIP
PRECIP
WW3I4ER
VALUE
Rt~N0FF
DIKES
VOLUflE
OVERFIll
POlIO
~OLW*E
OVERFLOV
F~CNT~P
YR
MO
OATS
IINC!i5Si
(INCHESI
(iNCHES)
(SAL/ORY)
(GALLONS)
(6#LLOP~S)
~AL/DAY) (SALLONS)
(8ALLONS)
~1NLHE~1
19
0.060
0.080
73
3.699
0.000
—2.6EE~06
0.uOE’OO
0.055+00
-7.205405
0.OOE’00
0.0(5+00
144.0
20
0.750
0.140
73
3.699
.000
-2.6~E+03
0.001*00
0.0(5+00
-1.205+05
0.005+00
0,005400
144.0
21
o.oso
0.890
37
(.494
0.010
-2.685.05
0.o0E~0O
0.005sv0
-7.205.05
0.065+00
0.005+00
22
0.000
0.040
57
1.494
0.600
—2.655+05
O.00E+~O
0.035+00
-7.2~E.05
0.005+00
0.00E~00
144.0
23
0.000
u.840
87
1.494
0.000
—2.605.05
0.005*30
0.005+00
—7.205+05
0.005+00
0000E+00
144.0
24
0.040
0.940
87
(.494
(.000
-2.605+05
0.00E~00
0.00E~00
-1.205.05
0.035*00
(‘.005.00
~44.3
25
0.005
0.180
87
(.494
0.000
-2.685.05
00OCitOO
0.O0E~~0 -7.205+05
0.005+00
0.0(5*06
iD.(
26
0.05’0
0.035
13
3.699
0.013
-2.895.o5
0.0~E•00
0.05’E~U0
-7.255+vS
0,005.30
0.005+00
14+.(’
21
0.000
0.5.05
73
3.699
6.000
-2.685.05
0.u05.uO
0.005*00
-7.265.05
0.u0E~00
0.00E’0U
144,5
29
0.000
0.003
73
3.699
0.000
—2:eoE+vs
0.0(5~0o
0.uo5~00
-:‘.2oE+05
O.30E’00
v.035+00
141.3
29
0.00~
0.005
73
3.699
0.000
2.b&E+05
0.0c’E+00
3.(’l:E*C0
-7.2(5+05
0.005,00
0.005+30
144.0
30
0.000
0.005
13
3.699
0.000
-2.63Es~5
u.0cE.~:0
0.~’15~0
—1.205+1’S
0.005’00
3.005.Oo
p4.0
OCT
1
0.000
0.000
13
3.699
0.030
—2.655+05
0.vol*C0
(‘.001400
-7.205.05
0.005.uO
v.065.00
344.5
2
0,000
0.300
13
3.699
0.000
-2.655.05
0.005~00
0.0)1+00
-7.205+05
0.00E”iO
0.005,00
144.0
3
0.030
0.000
13
3.699
0.00
—2.655+05
0.0(’E’uo
0.065*00
-7.2c~E.05
0.005+00
0.OOE.C3
144.0
4
1.000
0.0(~0
13
3.699
0.3(7
—1.045*05
0.005+00
0.035+00
-5.365+05
0.005+00
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