NC0003549_Permit (Issuance)_19990726

NPDES DOCUMENT SCANNINS COVER SHEET
NPDES Permit: NC0003549
s :�
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Correspondence
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: July 26, 1999
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State of North Carolina
Department of Environment • 0
and Natural Resources A&4
Division of Wa+rr Quality r�
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
July 26, 1999
Ms. Barbara Castleberry
TransMontaigne Terminaling, Inc.
200 Mansell Court East, Suite 600
Roswell, Georgia 30076-4853
Subject: Issuance of NPDES Permit NCO003549
Selma South Terminal
Termination of NPDES Permit NC0076589
Selma North Terminal
Johnston County
Dear Ms. Castleberry:
Mr. Howard Goldman of Amerada Hess Corporation (the former owner of the permitted facility)
originally requested this permit renewal. The lengthy delay in renewal of the permit is primarily due to
its location in the environmentally sensitive Neuse River Basin. A prolonged discussion over nutrient
monitoring and TMDL development was complicated by a request for a public hearing on all Neuse
River basin permits by the Neuse River Foundation(NRF). Subsequent negotiations between the
Division and NRF have resulted in an agreement to renew permits least likely to discharge nutrients
(oil terminals, water treatment plants, etc.). Therefore, permit NC0003549 has been finalized.
Your ownership change request arrived prior to reissuance of the subject permit. In
accordance with the application for a discharge permit received on January 15, 1998, and your
request for change of ownership received June 18, 1999, the Division is forwarding herewith the
subject NPDES permit. This permit is issued pursuant to the requirements of North.Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated December 6, 1983.
As was agreed upon during earlier conversations between Mr. Goldman and Paul Clark
{formerly of our NPDES Unit staff}, two.permits have been combined into one. The permit for the
Selma North Terminal (NC0076589) has been incorporated into the permit for the South Terminal
(NC0003549) as outfall 003. Permit NCO076589 will be rescinded after the effective date of
renewed permit NC0003549.
Other changes to the permit are the result of either the DWg oil terminal permitting
requirements or the Neuse River Basin Nutrient Sensitive Waters (NSW) Management Strategy. Those
changes are explained in the following paragraphs. Please refer to the Effluent Limitations and
Monitoring Requirements pages of the permit as you read the following text.
Oil Terminal Permitting Guidance
In 1996, the Division developed standard permitting requirements for all terminals in North
Carolina. As oil terminal permits are submitted to the Division for renewal, the requirements are
implemented. Monitoring at outfall 002 already reflects these requirements because this outfall was
added after the requirements were developed.
1617 Mail Service Center,Raleigh, North Carolina 27699-1617. Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled 110%post-consumer paper

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EPA Methods 624/625 series is one of the standard requirements, The 624/625 series is a
comprehensive list of over 100 compounds. This requirement allows the Division to identify the
compounds (on the 624/625 list) discharged by the terminals.
Ethylbenzene is included in the 624/625 series and specific monitoring for this parameter has
been eliminated from the permit. MTBE is not included in the 624/625 series and is not believed to be
present in oil terminal discharges; thus monitoring is not required for this parameter.
Statistical analyses were conducted on effluent data for benzene, toluene, lead, turbidity, and
oil and grease. At outfall 001, analytical results indicated that all these parameters had the potential
to violate the water quality standard and thus, they are all limited at this location. At outfall 003,
analyses results indicated that benzene, toluene, and oil and grease, whereas turbidity did not (lead
was not monitored at this outfall) thus, these three parameters are limited at this location.
Phenol and chlorinated phenols are separate and distinct and should not be grouped in the
same category when determining discharge limits (as has been inadvertently done in the past). Phenol
is a common component of petroleum compounds stored in terminals, can result in tainting of fish
tissue, and can cause taste and odor (organoleptic) problems in drinking water. There is no water
quality standard for phenol, although phenol discharged from terminals can combine with chlorine in
water treatment facilities to form chlorinated phenols for which there is a state water quality standard
of 1.0 µg/1.
Minimizing the discharge of phenol into water supply classified waters could reduce chlorinated
phenol formation and their concentration in drinking water. As a result of the possible occurrence of
phenol in oil terminal facility discharges and the possibility of chlorinated phenol formation, phenol is
monitored (but not limited) on a monthly basis at those terminals that discharge to water-supply
classified waters.
There is limited toxicity data for chlorinated phenols, and the 1.0 µg/1 standard protects water
supplies from taste and odor problems. Monitoring for certain chlorinated phenols will occur under
EPA 624/625 for all oil terminal discharges. If one or more chlorinated phenols are detected at
concentrations greater than 50 µg/1, additional monitoring will be required of those terminals that
discharge to water-supply classified waters.
Neuse River Basin NSW Management Strategy
Implementation of the Neuse River Basin NSW Management Strategy requires Total Nitrogen
and Total Phosphorus monitoring for all individually permitted facilities that discharge to surface.
waters in the Neuse River Basin. A special condition has also been added to the permit that explains
some of the calculations associated with the new nutrient monitoring requirements.
May 19, 1998 Letter Concerns
In a letter dated May 19, 1998 (copy attached), Mr.-Goldman raised several concerns pertaining
to the draft permit. The Division concurred with items 1-5 and the permit has been-revised "
accordingly.
The Division anticipated item 6 (parts 1 and 2) based on previous conversations between Dean
Blahaus (Advent) and Paul Clark. The Division will study this point further, but will not modify the
permit limits as requested. A standard procedure for calculating limits is used for all facilities which
discharge to surface waters across the entire state. A policy change would be required if the Division
were to change the method it uses to calculate limits. Policy changes are usually the result of much
study and investigation and are applied to all applicable facilities. If a policy change occurs, DWQ will
modify all permits to which the change applies.

The average flow of the unnamed tributary to Mill Creek is also equal to zero. Thus, the
would be the same whether the 7Q 10, 30Q2, or average flow was used.
A compliance schedule was requested to allow potential treatment system changes prior to the
implementation of the new permit limits. This request has not been granted, as it is DWQ policy that a
schedule may be given to facilities for modifications only necessary because of new permit limits. It is
only outfal1001 that has new limits for benzene, toluene, and lead. Outfalls 002 and 003 do not have
new limits. Mr. Goldman had subsequent discussions with Mr. Clark on this issue and sent a letter
dated September 29, 1998 (copy attached), proposing several options for changes in treatment at the
subject facility. No request for an Authorization to Construct was received by DWQ. If you wish to
pursue any of the options suggested in his letter, please contact the NPDES Unit.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming-to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such
demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to DWQ. DWQ may require
modification or revocation and reissuance of the permit. This permit does not affect the Iegal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, the Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Charles Weaver at telephone
number [phone], extension 511.
Sincerely,
Original Signed By
David A Goodrich
Kerr T. Stevens
cc: Central Files
Raleigh Regional Office/Water Quality Section
Mr. Roosevelt Childress, EPA
NPDES Unit
Point Source Compliance Enforcement Unit
Aquatic Toxicology Unit .

Permit NC0003549 '
STATE OF NORTH CGAOLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
TransMontaigne Terminaling, Inc.
is hereby authorized to discharge wastewater from outfalls located at the
Selma North Terminal & Selma South Terminal
West Oak Street
northwest of Selma
Johnston County
to receiving waters designated as Mill Creek in the Neuse River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, 11I and IV hereof.
This permit shall become effective September 1, 1999.,
This permit and authorization to discharge shall expire at midnight on March 31, 2003.
Signed this day July 26, 1999.
Original Signed BY
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0003549
SUPPLEMENT TO PERMIT COVER SHEET
TransMontaigne Terminaling, Inc., is hereby authorized to:
1. Continue to discharge the following wastewaters from outfall 001:
➢ Hydrostatic test water
➢ Stormwater from the diked containment storage tank area
➢ Stormwater and wash water from the truck loading rack area via an oil/water
separator
Outfall 001 is located at the Amerada Hess South Terminal on West Oak Street
(Selma) in Johnston County.
2. Continue to discharge the following wastewaters from outfall 002:
➢ Stormwater and vehicle wash water via an oil/water separator and lined
containment basin
Outfall 002 is located at the Amerada Hess South Terminal on West Oak Street
(Selma) in Johnston County.
3. Continue to discharge the following wastewaters from outfall 003:
➢ Hydrostatic test water
➢ Stormwater from the diked containment and paved areas
➢ Incidental wash water & stormwater from the loading rack and pump pad
areas (via an oil/water separator and filter assembly)
Outfall 003 is located at the Amerada Hess North Terminal on West Oak Street
(Selma) in Johnston County.
4. Discharge at the locations specified on the attached map into Mill Creek, classified
WS-N NSW waters in the Neuse River Basin.

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Latitude 35'33'00" Longitude:W13'30"(001) SCALE
Latitude:35"33'00" Longitude:78°13'40"(002) 1 :24000 ETansMontaigne Terminaling,Inc.
Latitude:35°33'12" Longitude:78"13'30"(003) Northlma North&South Terminals

Permit NC0003549
A. (1.). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge stormwatert loading rack wash water, and hydrostatic testing
water from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified
below:
0..... .�'
nEFFLUENT}+ a; EFFLUENT LlMiTATIONS 'r�'� il ,; ' , MONITORING REQUIREMENTS ,
8 d ,.,y r E a
CHARACTERIST-,ICS+ , �,�.
nw e at rUrx? t
IT p� riI+r, ' I _-..,., i t E .EI:b N �/a..s r �, ..+
. � Monthl 4, Yi r p � r, ,tY r,­Sample Location
,t E Ph ) � " + Dail "' :Measurement' „ Sam Ies~ '
,i4 !°'r_ Y cry ff ai s......RR:,:,{Id 'r..IN .. t +ti!.:I:,Ik r r ,i a .".'k��` F F�i��i-.' -'Y I F+IYf
a1 �any ..r .4,r. AVera a -E a , aXlmum�„r r YPe
r r ',
Plow' Monthly Effluent
Total Suspended Solids 45.0 mg/L Monthly Grab Effluent
Turbidi z Monthly Grab Effluent
Oil and Grease 3 45.0 mg/L Monthly Grab Effluent
- Phenol Monthly Grab Effluent
Benzene 1.19 /I _Monthly Grab Effluent
Toluene 11.0 V q/1 Monthly Grab Effluent
Lead 25.0 p gA Monthly Grab Effluent
Total Nitrogen NL(mg/L) Monthly Grab
(NO2+NO3+TKN)4 NL(lb/mo) Monthly Calculated Effluent
NL Ibl r Annually Calculated
Total Phosphorus NL m Monthly Grab Effluent
X lene Semi-Annually Grab Effluent
EPA Methods 624/625 s Semi-Annually Grab Effluent
Acute Toxicity s ---Annually Grab Effluent
NL: No Limit
Notes:
1 Where no measurable discharge occurs,"no discharge"should be clearly noted on the submitted monthly discharge
monitoring report. Flow may be monitored in one of four ways:
a) Measure flow continuously,
b) Calculate flow based on the area draining to the outfall, the built-upon area, and the total rainfall(this method of flow
measurement should not be used at facilities that have large ponds to collect runoff►,
c) Estimate by flow measurement at 20 minute intervals during the entire discharge event, or
d) Base flow on pump logs.
2 The discharge shall not cause the turbidity of the receiving stream to exceed 50 NTU. If the turbidity exceeds these levels
due to natural background conditions, the level cannot cause any increase in the turbidity of the receiving stream.
3 if possible, the grab sample for oil and grease should be skimmed from the surface of a quiescent(calm water)zone.
4 See Special Condition A. (4.),Total Nitrogen Monitoring.
5 EPA Method 625 includes five(5) chlorophenols, if one or more chloropheno)(s)is detected at concentrations greater than
or equal to 50 hg/l, the permittee will be required to analyze for the eight chlorophenols(listed below) in addition to EPA
Method 625. This additional required monitoring will begin with the permittee's next scheduled monitoring event,occur on
a semi-annual basis,and will last for the duration of the permit.
+ 3-chlorophenol
• 4-chlorophenol _
• 2,3-dichlorophenol.
• 2,5-dichlorophenol
• 2,6-dichlorophenol
• 3,4-dichlorophenol.
+ 2.3,4,6-tetrachlorophenol
• 3-methyl-6-chlorophenol.
6 Acute Toxicity(Fathead Minnow. 24-hour) Monitoring,Annual,See Special Condition A(5).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no direct discharge of tank solids, tank bottom water, or the rag layer.
There shall be no direct discharge of tank (or pipe) contents following hydrostatic testing unless
benzene concentration is less than 1.19 lag/1 and toluene concentration is less than 11 lag/1 in the
tank discharge.

Permit NC0003549
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
During the period beginning on the effective date of the permit and 1--l-ing until expiration, the
Permittee Is'authorized to discharge stormwater and railcar rack wastewater from outfall 002. Such
discharges shall be limited and monitored by the Permittee as specified below:
-MbNITORING,REQUIREMENTS'
qg JWATIQNS,.�LUENT r EFFLUENT��
a, tn F �1_3 0"Y
�A
amp eE,4,,",!g',Z'_Db 11 jffij easuremidint,
" ;Sample Ype,�'pKl
:JU4,
e4ijency�" 0 Flowl Monthly 1 Effluent
Total Suspended Solids 45.0 mg/L Monthly_ Grab Effluent
Oil and Grease 2 Monthly Grab Effluent
Phenol Monthly Grab Effluent
Benzene Monthly Grab Effluent
Total Nitrogen NL(mg/L) Monthly Grab Effluent
(NO2+NO3+TKN)3 NL(lb/mo) Monthly Calculated
ALA,t V yer) Annually, Calculated
Total Phosphorus NL(mg/L) Monthly Grab Effluent
Xylene Semi-Annually Grab Effluent
EPA Methods 624/625 4 Semi-Annually Grab Effluent
Acute Toxicity$ 1 Annually t Grab I Effluent
NL: No Limit
Notes:
1. Where no measurable discharge occurs, "no discharge" should be clearly noted on the submitted Monthly
discharge monitoring report. Flow may be monitored in one of four ways*
a) Measure flow continuously,
b) Calculate flow based on the area draining to the outfall, the built-upon area, and the total rainfall (this
method of flow measurement should not be used at facilities that have large ponds to collect runofl),
c) Estimate by flow measurement at 20 minute intervals during the entire discharge event, or
d) Base flow on pump logs.
2. If possible, the grab sample for oil and grease should be skimmed from the surface of a quiescent(calm water)
zone.
3. See Special Condition A. (4.), Total Nitrogen Monitoring.
4. EPA Method 625 includes five (5) chlorophenols. if one or more chlorophenol(s) is detected at concentrations
greater than or equal to 50 pg/l, the permittee will be required to analyze for the eight chlorophenols (listed
below) in addition to EPA Method 625. This additional required monitoring will begin with the permittee's
next scheduled monitoring event, occur on a semi-annual basis, and will last for the duration of the permit.
• 3-chlorophenol
• 4-chlorophenol
• 2,3-dichlorophenol
• 2,5-dichlorophenol
• 2,6-dichlbrophenol
• 3.4-dichlorophenol,
• 2.3,4,6-tetrachlorophenol
• 3-methyl-6-chlorophenol.
5. Acute Toxicity (Fathead Minnow. 24-hour) Monitoring, Episodic, See Special Condition A. (6.).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no direct discharge of tank solids, tank bottom water, or the rag layer.
There shall be no direct discharge of tank (or pipe) contents following hydrostatic testing unless
benzene concentration is less than 1.19 lag/1 and toluene concentration is less than 11 lag/1 in the
tank discharge.

Permit NCO003549
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
During the period beginning on the effecti;L,,P date of the permit and lasting until expiration, the
Permittee is authorized to discharge stolter, loading rack wash water, and hydrostatic testing
water from outfall 003. Such discharges shall be limited and monitored by the Permittee as specified
below:
P's
F�iyEFFLUENT LIMITATIONS.,.­II� MONITORING REQUIREMENTS!,Wi�ilj�il:`.l
`V,
-bHARACT,�4131STICS:;
r ;il- Oil
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Frequenc
VIP
Flows Monthly 1 Effluent
Total Suspended Solids 45.0 mg/L Monthly Grab Effluent
Oil and Grease 2 45.0 mg/L Monthly Grab Effluent
Phenol Monthly Grab Effluent
Benzene 1.19 Monthly Grab Effluent
Toluene 11.0 Pg/l Monthly Grab Effluent
Total Nitrogen NL(rnglL) Monthly Grab Effluent
(NO2+NO3+TKN)3 NL(lb/mo) Monthly Calculated
NL(lb/l Annually Calculated
Total Phosphorus NL(mg/L)
Xylene Semi-Annually Grab Effluent
EPA Methods 624/625 4 Semi-Annually Grab Effluent
Acute Toxici 5 - Annually Grab Effluent
NL: No Limit
Notes:
1. Where no measurable discharge occurs, "no discharge" should be clearly noted on the submitted monthly
discharge monitoring report. Flow may be monitored in one of four ways:
a) Measure flow continuously,
b) Calculate flow based on the area draining to the outfall, the built-upon area, and the total rainfall (this
method of flow measurement should not be used at facilities that have large ponds to collect runofl),
c) Estimate by flow measurement at 20 minute intervals during the entire discharge event, or
d) Base flow on pump logs.
2. If possible, the grab sample for oil and grease should be skimmed from the surface of a quiescent(calm water)
zone.
3. See Special Condition A. (4.),Total Nitrogen Monitoring.
4. EPA Method 625 includes five (5) chlorophenols. If one or more chlorophenol(s) is detected at concentrations
greater than or equal to 50 vg11, the permittee will be required to analyze for the eight chlorophenols (listed
below) in addition to EPA Method 625.- This additional required monitoring will begin with the permtttee's
next scheduled monitoring event, occur on a semi-annual basis, and will last for the duration of the permit.
• 3-chlorophenol
• 4-chlorophenol
2,3-dichlorophenol
• 2,5-dichlorophenol
• 2,6-dichlorophenol
• 34-dichlorophenol,
• 2,3,4,6-tetrachlorophenol
3-methyl-6-chlorophenol.
5. Acute Toxicity (Fathead Minnow, 24-hour) Monitoring,Annual, See Special Condition A (5).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no direct discharge of tank solids, tank bottom water, or the rag layer. -
There shall be no direct discharge of tank (or pipe) contents following hydrostatic testing unless
benzene concentration is less than 1.19 pg/l and toluene concentration is less than 11 lag/1 in the
tank discharge.

Permit NC0003549. '
A. (4.) TOTAL NITROGEN MONITORING
The Permittee shall calculate annual total nitroge-_:�'::,iass loading as the sum of monthly loadings,
according to the following equations:
(1) Monthly Loading t1b) = Days x TN x Qw x 8.34
where:
Days = the number of discharge days in that month
TN = the average total nitrogen concentration (mg/1) of the grab samples collected during the month
Qw= the average daily waste flow (MGD) for the month
8.34= conversion factor, from (mg/l x MGD) to pounds
The annual mass loading is the sum of the monthly loadings:
(2) Annual Mass Loading (lb/yr)= (Monthly Loadings) for the calendar year
The Permittee shall report the total nitrogen concentration for each sample and the monthly mass loading
in the appropriate monthly self-monitoring report; the annual total nitrogen mass loading shall be
reported in the self-monitoring report for December of each year.
A. (5.) ACUTE TOXICITY MONITORING (Annual)
The permittee shall conduct annual toxicity tests using protocols defined in U.S. EPA Document
EPA/600/4-90/027 entitled "Methods for Measuring the Acute Toxicity of Effluents to Freshwater and
Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales promelas)24-
hour static test. Effluent samples for self-monitoring purposes must be obtained below all waste
treatment. The permittee will conduct one test annually, with the annual period beginning in January of
the calendar year of the effective date of the permit. The annual test requirement must be performed and
reported by June 30. If no discharge occurs by June 30, notification will be made to the Division by this
date. Toxicity testing will be performed on the next discharge event for the annual test requirement.
The parameter code for this test is TAE6C. All toxicity testing results required as part of this permit
condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was performed,
using the appropriate parameter code. Additionally, DWQ Form AT-1 (original) is to be sent to the following
address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests,.as well as all dose/response data. Total residual chlorine
of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-opened
and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival and appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following the month of
the initial monitoring,

Permit NC0003549
A. (6.) ACUTE TOXICITY MONITORING (Episodic)
The permittee shall conduct FIVE acute toxicity tests using protocols defined in U.S. EPA Document
EPA/600/4-90/027 entitled "Methods for Measuring the Acute Toxicity of Effluents to Freshwater and
Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales pro►nelas)24-
hour static test. Effluent samples for self-monitoring purposes must be obtained below all waste
treatment.
Sampling and subsequent testing will occur during the first five discrete discharge events after the
effective date of this permit. After five toxicity tests are completed, the permittee will conduct one test
annually, with the annual period beginning in January of the next calendar year. The annual test
requirement must be performed and reported by June 30. If no discharge occurs by June 30, notification
will be made to the Division by this date. Toxicity testing will be performed on the next discharge event for
the annual test requirement.
The parameter code for this test is TAE6C. All toxicity testing results required as part of this permit
condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was performed,
using the appropriate parameter code. Additionally, DWQ Form AT-1 (original) is.to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine
of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-opened
and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival and appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following the month of
the initial monitoring,

ua —vd B1LU k�}_L, bib
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State of North Carolina
Department of Environment +
and Natural Resources �r
Division of Water Quality ��-•�
James B. Hunts Jr., Governor NCDENR
Wayne McDevitt, Secretary
Kerr T. Stevens, Director NORTH C.wRvuN^OrPAATMCW or
Er v+no��.o+Y AND NArUPAa REACURCCS
NPDES Unit
PERMIT NAME/OWNERSHIP CHANGE FORM,
Se,lw..4 SOv fV.
I. CURRENT PERMIT INFORMATION:
Permit Number: NC00 01 3 1 5 14 1 9
1. Permit holder's name: Amerada Hess Corporation
2. Permit's signing official's name and title: Robert T. Ehrlich
r
(Person le§@ry response615 or peF i
Vice President Cor . Environmental. Affrs.
Ie
3. Mailing address: 1 Hess Plaza City. Woodbridge
State: N3 Zap Code: 07095 Phone: (" 732) 750-6000
Fax: ( 732 ) 75Q 610.5
E-mail address:
11. NEW OWNERMAME INFORMATION:
1. This request for a name change is a result of:
x a. Change in ownership of property/company
b. Name change only
c. Other (please explain):
2. New owners name (name to be put on permit):
TransMontai ne Terminaling Inc.
3. New owner's or signing official's name and title: Larrync
erson tegally response e Tor perm }
President
ie
200 Mansell Court East
4. Mailing address: suite 600 _ _ CRY: o e1
State: GA Zip Code:30076 Phone: (770 ) 518-3624
E-mail address:
20iZO 'd 217:TT 66, bZ field OMG-NN30N

r_v �VVV VYVrJ LLLr V.V
PERMIT NAME 1 OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY
UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL-
REQUIRED ITEMS:
1. This completed application form
2. Legal documentation of the transfer of ownership (such es a contract, deed, articles of
incorporation)
For changes of owrtershi , this form must be completed and signed by both the current
permit border an a new owner of fheTakility.
For name change on , the current permit holder must complete and sign the Applicant's
Ceon.
Current Peretittee's Certification:
I, Robert. - , attest that this application for
nam ownership change has been Fe—vi-ewed and is accurate and complete to the best of my
knowledge. I understand that If all required parts of this applicatiomare not completed and
that if all required supporting information and attachments are:not included, this application
package will be returned as Incompiete.
�J Signature: Date: 6/1/99
�1
Applicant's Certification:
1, Larry Clynch , attest that this application for a
nam owners Ip change has been reviewed an 13 accurate and complete to the best of my
knowledge. I understand that if all required parks of this application are not completed and
that if all required supporting information and attachments are not included, this application
package will be returned as Incomplete.
Signature: Date: 6/11/99
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION & MATERIALS, SHOULD BE 11MOT TO THE FOLLOWING ADDDRESS:
NC DENR I DWO I NPDES Unit
P. O. Box 29535
Raleigh, North Carolina 27626-0535
i
�b:TT 66, bZ 6eW 6t�0-22L-6%:xe2 Oma-�INMN

., � Lu 1 J L.J•JJ r n rv-r- L-nw uCr•1-WLJLiu f.. YtO b`J4I4 I U K I tHKL I LH Y.02/04
j MAY 27 1999 11-06 I-X HHL L k--L*IL Vet-1 NT L 416 -,%.)o oa"a 1 W a�-,� ••••
X
50UTHEA9 EIPELINE
SALE OF ASSETS AGREEMENT
AGREEMENT dated May 3 1999, between AMERADA HESS CORPORATION, a
Delaware corporation, having an office at One Hess Plaza. Woodbridge, New Jersey
07095 ('Selierl. and TransMontaigne Terminaling Inc., an Arkansas corporation and a
wholly-owned subsidiary of TransMontoigne Inc., having an office at 200 Mansell Court
East,Suite 600. Roswell, Georgia,30076 ('Buyer'),
LHI=PARTIES AGREE ASEOLL.OWS:
1. EuRCHASED ASSETS. Seller Wil sell to Buyer and Buyer will purchase from Seller at
the Closing (as defned in Article 3), all of Seller's right, title and interest in (a) the
properties described on Schedule 1,a (collectively the "Properties," which definition will
also include pipeline easements and rights of way associated with the Properties), (b) the
equipment and personal property located on each of the Properties (the "Personalty"),
(c) to the extent assignable to Buyer, the contracts used and necessary for the ownership
and operation of the Properties and Personalty as currently operated (the "Assigned
Contracts") and (d) the merchantable petroleum products inventories, including all tank
bottoms and line hills (excluding quantifiable BS&W), belonging to Seller ("Petroleum
Inventory") located on the Properties at the Closing as verified pursuant to Paragraph 4.4
(the Properties, Personalty, Assigned Contracts and Petroleum Inventory referred to
collectively as the "Purchased Assets"); provided that the Purchased Assets to be
transferred to Buyer W11 not include the assets described in Schedule l.b (the "Excluded
Assets").

MHY GY 177`J AA.•10! r'K rYx. 6Cwrc_
IN WITNESS WHEREOF, the parties Have caused these presents to be executed and
delivered as of the day and year first obove written.
SELLER:
ATTEST: AMERADA HESS CORPORATION
Name: JoRrl
Title: chdrmn of Vw bra
BUYER:
A NESS, TRANSMONTAIGNE TERMINALING INC.
ir By.
Name: Richard E. Ga. right
Me: Chief Executive Officer
BUYER GUARANTOR: WITH RESPECT TO
ARTICLE 25 ONLY
A T/NR ESS: " TRANSMONTAIGNE INC.
Name: Richard E. Gathright
Title: President b Chief Operating Officer
46
s:\msoKce\ib\nb\southewt exaWion.doc 05/03199

AMERADA HESS CORPORATION
732-750-6000 1 HESS PLAZA
732-750-6745(FAX) WOODBRIDGE,NJ 07095-0961
April 20, 1999
Mr. David Goodrich
NC DEHNR - Division of Water Quality
Permits and Engineering Unit
NPDES Group
512 North Salisbury St.
Raleigh, NC 27604
VIA: Certified Mail # Z 479 224 491 "3100
RE: Amerada Hess Corporation nf%
Greensboro Terminal, NPDES Permit#NCO069256
Selma(North) Terminal, NPDES Permit # NCO076589 '� RECEti�E� �'
S( elma.(South)`Terminal;NPDES-Permit#-NC0003549---� :,•_`� Water Ouallty
Wilmington Terminal, NPDES Permit#NCO066711 Pretreatment /
Dear Mr. Goodrich:
As discussed during our March 19, 1999 telephone conversation, the above referenced Amerada
Hess Corporation Terminals occasionally need to wash the truck loading racks.
Based upon our telephone conversation, is my understanding that washing the loading racks
simply by using hot water and a pressure washer is consistent the existing permit and may be
performed.
If this is incorrect please contact me at your earliest convenience. If you have any questions or
require additional information, please do not hesitate to contact me at [phone]. Thank
you for your assistance.
Sincerely
A1VIERADA ZHES ORPORATION
1411
Howard S. n
Supervisor, Permit Compliance
HSG
CC' NC DENR- Mooresville Regional Office
NC DENR- Winston-Salem Regional Office
NC DENR- Raleigh Regional Office
NC DENR- Wilmington Regional Office

• r
RMERRDR HESS CORPORATION
732-750-6000 1 HESS PLAZA
732-750-6105(FAX) WOODBRIDGE,NJ 07095-0961
September 28, 1998
Mr. Paul Clark rya
NC DEHNR-Division of Water Quality )
Permits and Engineering Unit
NPDES Group
P.O. Box 29535 ,
Raleigh,NC 27626-0535 N
VIA: Facsimile and Certified Mail#Z 077 824 794 �
RE: Amerada Hess Corporation
Selma(North) Terminal
Selma(South) Terminal
NPDES Permit#NCO003549
Draft NPDES Permit
Dear Mr. Clark:
As per Amerada Hess Corporation's July 14, 1998 correspondence, upgrades will be required at
both of the above referenced facilities in order to meet the permit limitations specified within the
draft permit. The following upgrades will be performed to ensure compliance with the permit
limitations:
North Terminal
An onsite treatment system will be installed to further treat the water generated at the Terminal's
loading rack and pump pad. After treatment by the existing oil/water separator, the water will be
treated by a sand or bag filter, followed by carbon filtration.
South Terminal
In order to meet the Lead, Benzene and Toluene limitations at the South Terminal's tank-field
outfalI (Outfall 001), the tank-field outfall (001) will be routed to the lagoon system for the
railcar loading area that ultimately discharges to OutfalI 002. This would allow for the settling
and biological degradation of the stormwater prior to discharge.
As discussed, a compliance schedule will be needed within the final permit in order to meet the
new permit requirements.
Page 1 of 2

Mr. Paul Clark September 28, 1998
Drawings for these modifications are currently being prepared and will be forwarded to the
Department with the appropriate fee in order to obtain an"Authorization to Construct."
It is requested that you contact me to discuss these issues at your earliest convenience. If you
have any questions or require additional information, please contact me at [phone].
Thank you for your assistance.
Sincerely,
AMERADA HESS CORPORATION
Howard S. Goldma;�6v/
Supervisor, Permit Compliance
HSG
Page 2 of 2

rtxiX
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
PUBLIC WATER SUPPLY
n�
• 5' .y'Y za
'tip.- v
�JAMESB.HUNTJf1`" .
POVWRNOR
.: � 7. MEMORANDUM
t.� TO: David Goodrich
: WAYNa MCCevITr
£; s�GRETARY 'F Discharge Permits Unit
Division of Environmental Management
FROM: Linda Sewall/"
uRECTOsswAs,�a`-3' Division Director
Division of Environmental Health
DATE: April 30 1998
« }{ SUBJECT: Draft National Pollutant Discharge
Elimination System Permit #NC0003549
Selma North Terminal
Selma South Terminal
Northwest of Selma
Johnston County
r ,r `
Reference is made to the above mentioned Draft National Pollutant
Discharge Elimination System Permit. We have reviewed this permit
application and determined that the proposed discharge will not be
sufficiently close to any existing or known proposed public water supply
-�_
r intake so as to create an adverse effect on water quality.
We concur with the issuance of this permit provided the facility is
operated and maintained properly, the stated effluent limits are met prior to
discharge, and the discharge does not contravene the designated water
quality standards.
c
m- If we can be of further assistance, please contact us.
LSIMLDInc
cc: J. Wayne Munden
3600 BAR RETT DRIVE,SUITE 101,RALEIQ N, NORTH CAROLINA 27809
"fA�• t', ti - .z PHONE [phone] FAX [phone]E
F #` ca AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION!EMPLOYER-50%RYCYCLUD/10%POOr-CONaV MER PAPER

AMERADA HESS CORPORATION
732-750-6000 1 HESS PLAZA
732-750-6105(FAX) WOODBRIDGE, NJ 07095-0961
July 14, 1998
Mr. Paul Clark
JUL 2 ] 19yli
NC DEHNR- Division of Water Quality
Permits and Engineering Unit
NPDES Group POINT SOURCE BRANCH
P.O. Box 29535
Raleigh,NC 27626-0535
VIA: Facsimile and Certified Mail #Z 052 103 246
RE: Amerada Hess Corporation
Selma(North) Terminal
Selma(South) Terminal
NPDES Permit#NCO003549
Additional Comments Regarding Draft NPDES Permit
Dear Mr. Clark:
Thank you for taking the time to speak with me on July 1, 1998 regarding the above referenced
draft permit. As discussed, upgrades will be required at both of the above referenced facilities in
order to meet the permit limitations specified within the draft permit.
The precise upgrades to be performed are currently being evaluated. However, at the present
time Amerada Hess Corporation anticipates either collecting and hauling the loading rack water
off-site for treatment or installing an onsite treatment system at the Selma North Terminal. If a
treatment system were to be installed it would consist of a sand filter, followed by carbon
filtration. The system would only receive water from the facility's oil/water separator.
In order to meet the Lead, Benzene and Toluene limitations at the South Terminal's tank-field
outfall (Outfall 001), one option under evaluation would be to route the tank-field outfall to the
,lagoon system for the railcar loading area which ultimately discharges to Outfall 002. This
would allow for the settling and biological degradation of the stormwater prior to discharge.
As discussed, a compliance schedule will be needed within the final permit in order to meet the
new permit requirements. A final plan for treatment at all outfalls will be provided by September
30, 1998.
Page 1 of 2

Mr. Paul Clark July 14, 1998
If you have any questions or require additional information, please contact me at [phone].
Thank you for your assistance.
Sincerely,
AMERADA HESS CO O TION
Howard S. Goldm
y
Supervisor, Permit Compliance
HSG
Page 2 of 2

RECFEIVED
TSUFQBACPOI CFEFINH
AMERADA HESS CORPOM VRV2 AM 8• 15
908-750-6000 1 HESS PLAZA
908-750-6105(FAX) WOODBRIDGE,NJ 07095-0961
May 19, 1998
Mr. David Goodrich
NC DENR-Division of Water Quality
Permits and Engineering Unit
NPDES Group
512 North Salisbury St.
Raleigh, NC 27604
yIA: Express Mail
BE: Amerada Hess Corporation
Selma(North) Terminal
Selma(South) Terminal
NPDES Permit##NCO003549
Review of Draft NPDES Permit
Dear Mr. Goodrich:
Amerada Hess Corporation has completed the review of the above referenced draft permit. The
fallowing comments have been provided:
1. Supplement to Permit Cover Street
The Supplement to Permit Cover Sheet contains errors in the description of the discharges. It
is requested that the following revisions be inserted into the final permit:
1). At Outfall 001 (South Terminal), stormwater from the tank field area and hydrostatic
tank test water will not be routed through an oil/water separator prior to discharge. Loading
rack stormwater and wash water will be routed through an oil/water separator prior to
discharge.
2). At Outfall 003 (North Terminal), stormwatcr from the loading rack area and pump pad
area, as well as incidental wash water, are treated by an oil/water separator prior to discharge.
gStormwater from a paved area is also discharged via the subject outfall. The paved area is
not treated by the oil/water separator.
Page 1 of 5

Mr. David Goodrich May 19, 1998
2. Page A(1) - Effluent Limitations and Monitoring Requirements
��,. The discharge description within the first paragraph does not reflect that loading rack
L � stormwater is authorized to be discharged.
r
/3. ge A(2) - Effluent Limitations and Monitoring Requirements
e discharge description within the first paragraph should state that stormwater and vehicle
shwater are discharged at Outfall 002. The paragraph should not state that railcar rack
e0
ater is discharged.
A(3) - Effluent Limitations and Monitoring Requirements
ischarge description within the first paragraph does not reflect that loading rack
water is authorized to be discharged.
C°
Hydrostatic Test Water Discharges
The permit does not specify how samples of hydrostatic tank test water are required to be
or�collected. Amerada Hess Corporation proposes the collection of grab samples from the
&v, center depth of the tank prior to discharge. if the test water is in compliance with permit
cp
A& (0 limitations, the test water will be discharged.
Pt '
6. Numerical Effluent Limitations ,Ve0.,0 Q�a p ,� � }� 4dc
a C44 a. c- , G�Uo /6,4 eL) Toluene and Lead Permit Limits
The permit limits for Toluene (Outfall 001 and 003) and Lead (Outfall 001) are equal to the
Q�k water quality standards to protect aquatic life applicable for all fresh waters (15A NCAC 2B
off"
N'� ` .0211(3)(1)). These standards have been applied as daily maximum limits since Rule
.0211(3)(1) presents the values as "maximum permissible levels". Therefore, the exposure
period for these standards is set at a one-day duration. However, based on conversations with
to NC DENR personnel, the numerical values given in Rule .0211(3)(1) for Toluene and Lead
are derived from chronic aquatic life criteria which have corresponding exposure periods of
four days. Therefore, chronic aquatic life criteria, developed as four-day exposure periods,
rt
are being applied as one-day maximum limits without any translation to account for the
° differing exposure periods.
Qc� The
199D (TSD) recommends the use of a statistical translation technique to appropriately
�r convert the chronic aquatic life criteria (4-day values) to daily maximum limits (1-day
values). Said translation technique has been applied in NPDES permits throughout the
country.
Page 2 of 5

Mr. David Goodrich May 19, 1998
Amerada Hess Corporation requests that NC DENR utilize the translation technique for
Toluene and Lead. A description of the technique is given in Section 5.4 (beginning on page
98) of the TSD. As an example (using Tables 5-1 and 5-2 on page 102-103), daily maximum
limits for Lead and Toluene could be derived as follows:
Lgad
WLA=25 ppb (chronic aquatic life wasteload allocation- no dilution; 4-day value)
LTA= 0.527 * 25 ppb = 13.2 ppb (long term average assuming CV =0.6 at 99th percentile)
MDL = 3.11 * 13.2 ppb = 41 ppb (maximum daily limit assuming CV = 0.6 at 99th
percentile; 1-day value)
Toluene
WLA= 11 ppb (chronic aquatic life wasteload allocation -no dilution; 4-day value)
LTA=0.527 * 11 ppb = 5.8 ppb (long term average assuming CV= 0.6 at 99th percentile)
MDL =3.11 * 5.8 ppb = 18 ppb (maximum daily limit assuming CV= 0.6 at 99th percentile;
1-day value)
A final Lead limit of 41 ppb and a final Toluene limit of 18 ppb as daily maximums represent
the conversion of a 4-day chronic aquatic life criteria to 1-day maximum limits. No monthly
average limits are appropriate for Toluene and Lead as the monitoring frequency is one
sample per month for these parameters.
2.) Benzene Permit Limits
The permit limits for Benzene (Outfall 001 and 003) are equal to the water quality standard to
protect human health through water consumption and fish tissue consumption for carcinogens
in Class WS-IV waters (15A NCAC 2B .0216 (3)(g)(ii)). This standard has been applied as a
daily maximum limit since Rule .0216(3)(g)(ii) presents the value as a "maximum
permissible concentration". Therefore, the exposure period for this standard is set at a one-
day duration. However, based on conversations with NC DENR personnel, the numerical
value given in Rule .0216(3)(g)(ii) for Benzene is derived from a human health criterion,
which has a corresponding exposure period of 30 days. Therefore, a human health criterion
is being applied as a one-day maximum limit without any translation to account for the
differing exposure periods.
Page 3 of 5

Mr. David Goodrich May 19, 1998
Amerada Hess Corporation requests that NC DENR utilize a statistical translation technique
to appropriately convert the human health criterion for Benzene (30-day value) to daily
maximum limits (1-day values). As with Toluene and Lead, the USEPA TSD can be used to
calculate appropriate daily maximum limits from human health criteria. An example
calculation for Benzene is as follows:
Benzene
WLA= 1.19 ppb (human health wasteload allocation -no dilution; 30-day value)
LTA= 0.782 * 1.19 ppb = 0.93 ppb (long-term average assuming CV=0.6 at 99th percentile
and 30-day exposure period)
MDL = 3.11 * 0.93 ppb = 2.89 ppb (maximum daily limit assuming CV = 0.6 at 99th
percentile; 1-day value)
A final Benzene limit of 2.89 ppb as a daily maximum represents the conversion of a 30-day
human health criteria to a 1-day maximum limit. No monthly average limits are appropriate
for Benzene as the monitoring frequency is one sample per month for this parameter.
3.) Stream Design Flow for Human Health Protection
The Benzene draft permit limit of 1.19 ppb is equal to the human health water quality
Qa� =�• 0/'standard applied at end-of-pipe; no dilution of the receiving stream has been utilized. In
accordance with 15A NCAC 2B .0206(a)(3)(B), the stream design flow to protect human
__l health from carcinogens through the consumption of water, fish, and shellfish has been
�7(a efined as the mean annual flow. Although the 7Q10 and 30Q2 flow of the receiving stream
(unnamed tributary of Mill Creek) have both been defined as 0 cfs, Amerada Hess
Corporation requests that the NC DENR document the mean annual flow of the unnamed
tributary to Mill Creek to determine applicable water quality based effluent limits for
Benzene. If the mean annual flow is greater than zero, this flow can be applied towards the
Benzene wasteload allocation, thereby revising the daily maximum permit limits at Outfall
001 and 003.
7. Facility Modifications
J�.c.J
1-' Basd upon the/final flnal numerical effluent limitations established within the final permit,
n Pon th y
facility upgrades may be required. Therefore, it is requested that the permit provide for the
following compliance schedule:
A. Within one month after the effective date of the permit Amerada Hess Corporation will
provide notification to the Department to advise whether facility upgrades will be required to
New meet the final effluent limitations.
601 Page 4 of 5
D'� — hc�n r, g
003 —non R'..'

Mr. David Goodrich May 19, 1998
B. If facility upgrades are required, Amerada Hess Corporation will provide plans outlining
proposed upgrades within two months after notification is provided in paragraph A above.
C. If facility upgrades are required, Amerada Hess Corporation will install the upgrades
within four months of receipt of the Department's authorization and approval for
construction.
It is requested that the newly established limits for Benzene, Toluene and Lead remain
suspended until either the upgrades are completed or until a determination is provided stating
that upgrades are not required.
If you have any questions or require additional information, please contact me at [phone].
Thank you for your assistance.
OOa -I ti t �e[_{,dl t-e 04116V4. /J}RA'YL O O
�4 �AA efra�
� Q
Sincerely,
AMERADA HESS CORPORATION
Howard S. old
Supervisor, Permit Compliance
HSG
Page 5 of 5

f
�f O. �
101 , "PAVIT OF PUBLICATION
���' �.�s P °'h of��°�,� •.
C—c��R,RR�Or OA ��c � Before the undersigned, a Notary Public of said
i
+e6�°�%6i�lo r runty and State, duly commissioned and authorized to
a
r(f 'n Rs ''� °'�f' Aminister oaths, afffirmations, etc., personally appeared
�'. �, Robert M. Woronoff, Jr., who, being duly sworn or affirmed,
6, �' according to law, doth depose and say that he is Treasurer of
` 9;e" �R�°' R•r THE NEWS AND OBSERVER PUBLISIM4G COMPANY,
a corporation organized and doing business under the Laws of
the State of North Carolina, and publishing a newspaper
Rs°�. known as THE. NEWS AND OBSERVER, in the City of
Raleigh, County an Stale aforesaid, the said newspaper in
which such notice, paper, document, or legal advertisement
was published was, at the time of each and every such
�? s publication, a newspaper meeting all of the requirements and n
y ,gyp ,f qualifications of Secion 1.597 of the General Statutes of
�. North Carolina and was a qualified newspaper within the
<1 meaning of Section 1-597 of the General Statutes of North
Carolina, and that as such he makes this affidavit, that he is
familiar with the books, files and business of said corporation
and by reference to the files of said publication the attached
advertisement for NC DEPT OF EHNR was inserted in the
aforesaid newspaper on dates as follows: 04/18/98
Account Number: 73370150
The above is correctly copied from the books and files o e aforesaid Corporation and publication.
�-
00
�`�r,111G �r r,f ' Treasurer..........:..........................
Sworn or affirmed to,and subscribed before me,this
�� 0 • _ '. r 23 day of APRIL A.D. 1998
0 In Testimony Whereof, I have hereunto set my hand
f l p y G and affixed my official seal,the day and year aforesaid.
� L 1 U C
ys .
'�l.lillllll' ' jI/� • - �//�
Notary Public
My commission expires 2nd day of AMY,2000.

u . ::on , _ ._ :: .. , r
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rt= o l;1'.Tr=,o•+ccs'•+ra:,r:cS•n• c.c.•nt,e39 JannFIJn CCJn:..Tn'.tc: '!t,;:'rf-!i.ors:rlOrplF<.c:,'..�L'ireatic eCmeST:pnC rnees�rlc.r::Sin•:d;e-from one 0utfnu impine N::yt River.°C,011 �, r
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v:atl.'S�45.
.c. Post�c:E2 tr C.NCDCc1[;: CC^piano w'CI! - .ICE In:.M.N.L.. a. Dtf1Ce Box 21D1C:.Chpr1p17;.NC 2Eic f^s aPPlitd 1Cr p pprmil renewal far C to:iUly IpCateO ai AshitY f1111�S n•IS16G D N[SR 2I -,
sr J'.t c`Knrq`�7Ga+[.yr-"f.L:rt. TDF I-:. alSChp'pe5 D.124 fawn a:lre0fed ormjSll:vrp$Hwdllr tram Onr a:'ttpll imp Fpalbr[reEk,a[IaSF t•N51h'Bream In isle Neuse RIVlf BOsln which hOS C 7010
:D'C.?c't'Tne'D:ii •'s pe•mlrlro 1: ,.:•rose via-Cdaa:ity 1D C.230 MGD.BOO.ammonia,folol resiaval cnlDrine ono aissalvetl Oxygen art vrater auatity limited.For some parameters.the bypilaale
IDOL CdCr Gr` C'1nP imrn.::d•f reci it In; �.aiF.'vial be Consumer..This 111a1'ahe.future water quOlilr bated efflyeni Iimp0li*M for arlditionla;dischargers wit in hi. an O 1 lerined,
E.[,POE!Kt.f:C0o.3=c L•-C Lee one its::IdieS-PO Box 76;,Woke Forest,NC 275E7 has applied for a Permit renewal for a facility JacDteD at Detr Chase Subtlivi a. ,a F. 1epSi o,
e olti9t.11:a<e Coun!1.7 nt tc:ililr dls:nC'^f!t,SC MGD On-will ex DOnC lO dischorpe 0.220 MGD O1 Ireptta OOm*sttc woStewraler from One olltf0ii into TornS Creek,p Class C•NSW$Irtam ir.the Pause River
Gas; +'.ra:r.nil a 701:f oe.•C(Cis one C 3;,.:Lov.,Cl i AMMOniz.BOOS,ono dissolved Dxygri worer aunfiry limited.For$Ore porometees.the ovoiiable lend COPOCpy Of the
eL. immtdlai*receivinp
wore•v,;I.bf C"Sum Tn:S me. 071E:' ic•uff water Quoin Bfi) facied ueni llrn dil10ncl ilbliOns for Od ais-norgert within this Portion of Ina watershed k/i
p.N ODES fi:.N CD6:5601' vier:T ron,fe,rnf•Coniaonv,PO Box 3DOOS,Raleigh NC 7702 has 0=1ied for 0 err•;},renown!for a fat il11Y 1°Goled at a%Ile on NCSR 1646.nOrinwesl 01 Roleiar.WoKe Counts
The to,ri-.,p:scn7'got:.c':11arJ C!IFE-1e:.,;=..F:ri0I wOSTrms'Oter f rom One PuticI l in1 C an unnamed I lCulofv 16 Lillie 6rier C reek,0 Class C•NSW stream In it*Neuse R iver Basin which not a 1Q19 flow of c
c'r one c 3C,:: I:Oif. O' 4 aft. 1.0 parpmf+t•! ere water quality limilez. bin this discharge mot abode fulurre allocations,Ii(if7f7vt
IC.Ni No.N'DOS7215.Czroiin-uvater Sf :Ice Inc.of N.C.,POST Off ice 80 2405.Charlotte.NC 2E25e ryes applied for 0 Permit renewal to,c l iRty located at Kings Grant Subdivision VAr,70,on NCSr,
:51sau!nwrslC'Snolwh: ur0'•tCouhtl.Teti--cilii%currentivotstn,rg:so.070N.G Do'1 real ea Contest ic wastewater IranonkouNail into an unnamed Iritmoryto Poplar Crack,aC loss C•NSWStra to
Ins Nr_se R i ve'basin,w^tnir,nos c,010 f Io„C!('Cfs and o 3002 fPw of 0.0E cls.T ne 1°C0IitV is Permitted I0 increase Went cops:icy to 0.21 D MG D.BOaS,ammdnid,rotor residua+chfvrin!and 0iSSl:fveo Dx y9rn
ere l':C1Er gvali;v flmilCL.Forsome porn rr�f'.e's�the a a.fdbeload Cabot ity of lie immediate tlCliving wale r will be Consumed,this may areirl future water Quality based effluent fimilatiDnS fOr OOdil iornI
cisCnoli Minim this portion Of Ine Z%-Sroi
1'II,NPD£S No.NCDDL5714,TrooewindsNOmlowner$ sociation,Inc„ el 3MPbfeCrookDrive,NC27SIItrbs°paliedforavermltrentiIforot°cilltylDCpledCOTrodewindsSubdivisl°n,D"NCSR227,soulr,
Ot WOKls CrOSSr000S WOKe County.Thi FO.iiil+-discharges o.O5D MGD at treated domestic wastewater from Dn*0010h into fKorris Creek,a CIOSS C•NSW Stream in ire Noose River Basin which nos a 7014
ftoy:of t.i Cis.Amprionic it water quality lir ilea.For some Parameters.the available toad cwocilv of tree ImmeDiOle receiving water will be Consumed.This m°v Ofiect future water quality based efflutn,
limitciirns for apcilicni dis:harpers w•tinin fait Portion of the watershed, ►1/
N PDES Nc.NCOow�tDi WrOlew�ood Props^ties.Inc.ci Neuse Crossingp Ul mir or n PO Box%.�'e.Raleigh,NC 2162A•E503 has applied to,a permit renewal for c tacilitr located on Neuse Crossing&
IYosir,:Dle:I reolmen!Dior.%Nwsf Crossings Subdivision,nortntost art Raleigh,oM Mitchell Mill Rood,Woke County.The facility dresently diSCnOr9ts 0,150 WIG P!with expansion to D.30o MGD)of trli
carols;I:w°sieweler frcrr one ovttoll into Neuse River,o Class C•NSW stream in M!Neuse River Basin which has D 701D flow Of 75.0 Cis.Ammome SODS and onsoNed oxygen are water Djalill limiter.
Por some Garanili the avoiloWt load caPDcily Of the imrnedi0fe receiving wafer will consumed.w This may affect future water quolify bast m e effluent ilrto ions.for acc immm alscnargers within Tnis
,
portion of the wa1efint0. �.(yf,T.+._
13.NPDE5 No.NCOW115.Joan Doiry Fcrm i;tiIiIits,Inc.,PO Box 110E Wake Fort NC 27567 has Cool ied for o aelmlit renewal for O foci Illy 1°cdte7 at Jones Dairy Farm Subdivision,Jones Dairy Form
Rood WoKeForest,WaueCorrTy.Tnefociiit',"-rrenlHdismDr9eSON MOD 0 treated borr ilicivaslew°ter from one cutfo:l into Austin Crook,°Class CNSWsire°mintneNeuSe Rive,Br$,nwnlchhaSu
7CIt flow°i D.15 c1s.SODS 5.°rrtmonic ant Gssolveo oxygen ors water Quolilvlirr iced.For these parameters,ine avoiiab!e l000 CODocity of the immediate receiving water will be consumed.This may
ctfecl future water Quality classic etiiuen:Iimhations to,odd!t!OnOI dischargers within this Portion at in*watershed.&1Ajf i
u NPDE5 No,NCDC31p11.Colonial PIPelint Company.Post Office Box 1E/03.Greensboro,NC 27419 has applied far a Permit renown'for a fociCiv located W the Selma Delivery facilll,,on NCSR 1001,
nortnv.'esto'SBImo.Jcrr idnCourt1,Tnetp;',:tyisPermittedfadiscitorpe.stormwoler,washwafer.andnvUrcSICtictestwatertramontoutfollinloonunnamediribulpryToMillCr"K.00icsSWSIv-NSW
stream in ins N"t[river Basin.FOr s07i4 P.-orn ers.the ova' Olt to�pe capoc I of Ina immediate receivinp wrier will be COnsvmid.This may DffeCi tunurf water ouality bostd tffluent limilatiom for
'additional dlstnorgirs.within this pOrttar.I,!Ina watershed, i12-1- '
15,NPDES No.li Exxon Componr VS-2iP West Oo,Street,Selma,NC 2?S76 has appiied toy a ofrmil renewal for D focifity located of the Exxon Terminal.Oak Slreel,northwest at Satiric.
JOhhs!On CDanty.TM fociWy is orrii tG cir-:ri siormwoter.w•OSnwrPlr,dint nvdrOsloliC IeSf walls tram Dnt 0uilpll imp on unnorneC trib:RDn'IC Mill Creek,p Class WS•IV NSW stream in the Neuse
River Basin.For Somf DarLmel4 n5.the 0l'q.:f I DL COpOC4Y W the Immediate recewing water will be COnsumet.This may Otlecf Iuturr winter ou°lily Wien effluent limnalioni for ocaitlonol dls.horgers
witnir,this DDrtiOn ,,tnf wOrirSnea./4'+t/
16.NPDES No NCI ii65?04.[rotas U1i:ilFts ir.:orporated.2117 Averehe Rood,Wake Forest,NC 77S67 has opplied for a Permit rinewot for 0 fat illiv located at CottohwoodBPywood SVWivision.112 mile
north 01 6oce Road on Bein!enern Root,Kn'p^.tcDlE.NC in A'Dke COunly.The facility discharges 0.0575 MG Doi treated domeSiic wrtlfwoter from oho outtalk into Poplar Creed d Class C•N514'sirtom inthe
Neuse River 6esin w'ni:n nDt C 7C10 ilea C!:.:E Cit.BOD,arnmpni0.an dissolved oxygen ore water qualily ilrrsilec.Far these corameiers,the oveiinne loco CapoCii C the immediate receiving water will
be consumed.This main on!u'ure wtt4'a;1oNli based effluent iimit°tiohi to'coGilianal distriorgers wii this vort!Dn Of Int watershed.Be(h i GF
17.'NPDES No NCi Amerpap h e$S Cora ration,1 kesl Plai WOodaricii NJ D7095 has opPlieo for o Dtrmit renown!for a focilhy locdiec a,the Selma DisiribulionS0ulh Terminal,2427 West 0°k
$lreti,Selmt.JOnhStOn[OL'nll.Tne lOCiIN.isAerrrirted to oischarge"arCslatiC test water,wdsn water,Ono Slormw•mrr from Oulfoilnas.001 Ono 0:2into on unnamed rroulary to Mill Creii Ckis$WS•!v
WSW sl rearr ir,Ire 4e C5t n IvE•Basin wnicr c:$-7,101low Of D CIS a'IC-3C:2 flow Of 0 CIS.This permit will of rnotified during this renewal to ITC luxe aISCnOrgt from the Stl me Disiribulion N°rtr Terminal
whim was C.frih!!y Oe'ml7lra uri Df'rri'r,;,NC0o7651i.Inv:,Init facility will OI6c be permitted to discna'9r hvorosmiq lest weser,wash wafer,and Slormwater from outind 0D3 into pv vnnamti
rrieviary 1C Mil!Creek,d CIOSF y:5•I V N'SVL 5•retr.in Ins Nevsr River faasin.For Semi Parameters,the avo cnie land cooecrty of ire immediate receiving water will be Consumed.This may abed future
water Quolih bawd effiut kmnaa0n$ir-Ccaif!onpi disCnort i within this portion W the wOterSnec- G Ji
1E.NPDES NC.NC0044C'3t,Coun'v of Wake V;ate COUas_r51.Auburn Sheriff's Troininp Center,PO Box SSC,Rairii NC 27602 has applied for a permit renewal for o facility located pi W'axe County Mt.
Avburn Training Center or.N."$r 10i eat c'.:.a:'rn•1';DKr i Trip facility disenaroes 0.0024 MGD a'tre,^ter Domestic wostev'0ter from one outt011 Into on unnamed tribunary to White Oak Creek.9
Chess 0•WSl7 s!retrn it.tit Nevis,River Bts.r.v:n;tr.has c 7010 hot.'Of d cis one a 30:2!raw of 0.02 CfS.SODS,ammonia Ono dissolved oxygen is were,duality fimitt0.Far some Parameters itt°voilaDle
love CopdCill'of Ina immeciptf receiving water will be consumeo.This may oftia future water C icy baste tNluen:_I. .pPipnsKtbr oadrtlDnpl diiCtarpert within this bartian M the watershed.
19.NODES No.NC006:371,Corclind Water 5t•ri:et,Inc.,D'N.C.,Pos;Office Box U'Ir .Charlotte,NC 2E224 has applietl for a Derri renewal for C fati!ity located of Willowbrook Subdivision WV,TP,On
NCSR 1i na'inwel.of Cic,nn yroae Cor Tiff°cilitr Currently discridrpes C.O?f,SGD of ireatec 00metii:rrasiec:dlr from one D:'ttcll Beooingfield Cree,,,C Class WS•1111
• ri Str.S:rt:7 ir.tee At dSt =:S.r V rilc7 Ltt t 7:1 C frov:Dt t Clt ono c 30:)2 f low at i CIS.Time focilm is Perml11t91r increase Plant Camc lTy to 0.06 MGD.BDDS,cimrnomic,total reilOva!Chlorine and
dissolver oxygen art v:Cre-auc::'r limpet F:•Some coramelers,Ina availaa !ono capacity of the immediate receiving water will be consumed,this may Offetl tMits water quality beset eflluen'
lim!tatIORS far oa.'i'a:a di5:n."pets VJM.- !n:S DC140r.C!iris wdttrsheC.tags.•+
20.NPDES Nc.NCD0E:R9.Lomas Dri_f4r:cnr.s.umber CDmpcny,formeriy Gov C.Lee Lumber CO.,PO BCx 1S.,Smithfield NC 27577 has applied for 0 oferRmit renewpt for 0 facility IOCdteC C!21C North
TenorS}reet Smi;nfoic :C^^t Ccums.7nFu;i,itydis:halliMaLstrl6iwaslev:Pie•fromWEIDECKinplC:iiIIIfs In,ougnlwdauit ItS into°n unnamed tributprs•tobutfol°Cret>L0CIO$$C•iStream
in irk Noist Rive; 6Osin, NC aerometers arf water quality pmiiii but Inis oiscn0rgf may"act tutvrk OItOCOli0h5. C'�I��
21.NPDES N: NCD•:7227 Cron:,.Central Ft­c.turn CorPOrolior„Ott Norm Charles Street,Post Office Box 1161,Baltimore,Maryland 71203 has evahed for a permit renewal for p tocillty located W Selma
Term,iLA,or.Vries,GOK St fete.n0^inwesl e!Strnc.Jonnsldn COunl T.Inv facility is Permitted 10 discharge slDrniv.ater Dnd hydrostatic test water from one ovitall into on unformed tribotar,'to Ina Neuse
River,D Cii V.S•i V W5V,S!rii in the Nevtt River Basin whicn has o 7010IIDW Of 0 Cis Ono a 3OQ2 flow Di 0 CIS,No parameters are water Coal It VIrn itut p this discharge may atteci future ahocations,
22,NPDE!N0.NICD03E?6T 41•.Trent$Till*y.li Rood,RolelpN NC 27514 has applied for 0 permit renewal for C facility totaled at Rivervieww t,o ae Nome Pork on NCSR 1D07(Poole Road),test of
Role gn Yvp,e Cou^.r r rpeF:..Ins rD:l::n cischcCJ5 MGD o'treated domestic wosiewate•from One autfafl into the Neuse River,a Classidn C•NSW stream in the Neuse River Basin v has a reguioted flow
from li LDKk Dam. Nc wramelers are woler auolity limilet.put this discharge may atten future ollocatiohs.fir((I r%-h At
23,NPDES No.NCOr25<;5.Tne Tow,of Clal-=. PO Box 679,CIOYtOn,AC 27S20 hot applied for a permit renewal for a facility located at CiWon WWTP,on Durham Street EKtention,Clovion,Johnston
County,The IOC i1Ny discharges LS MGD of Pre:Ted domestic and inaustr!bI wOsteweier from one Putt°li into me Neuse River,0[lass WS•IV NSW CA sireprrt in the Neu$!R iver Basin which not t 7TIO fidw Of
1E6 CIS.BD_P,OmmOni°.disSLnet Cxyger,.on.heal residual Chlorine are water Qualily limited.For Some POremeierl,Ina available_loard capacity of line immediate receiving water will be Cotg rmea.This
may offer!future wafer aualitr cased elf,.er,. Ittr ilOn$for additional disthorsi within this porii°n of fie walersnec,C473�'•�.
74.NPDES No.hiC003429:.0 iprdc,InCOIDDrC1ea,2E0 Doings St.,Supt e3M.Birrrtinghbm,MI 411909 has applied fare permit renewal tot o facility kcwod at River Walk Mobile flame Pork.5112 Beff010
Road.R0lNoI%Woke Counts,Tnere:;ltiyeit:n: geiD,OS1MODa'lreateadOmesticwastewaterlromoneoulfdlli lolmeh*useRlveC,aClassC-liStreamintheNeuseRiverBasinwhi:nhe$a7010f1Ow
0150CfS-BOO:,ammdnid Ono D:ssa,ve:orvpf--•ewoltrdva!nyfimilve Forsdmeporamfters,theavpilbbleiadtcP Ocilyof the immediate receiving water will be Consumed.This may crie Wrote water
Quality paced effiuint Irmit°tlans for adail�aiL, d!scnorgers witnir.this portion Of irk watershed.W1. -
25,NPDES No.NC0li Be D;:Comaani.:::r ub!iC SQVOre,Clevein°d,ON s4114 he$applied for a permit renewal for p}acuity located at Selma Terminal,on NCSR Iii l5vftoloi Road;,northwest Of
SlIMO,J0!Instor,County.The foc'!liiv is perm,ttt:to discharge slormwater,woShwaler,Dnd hydrostatic test water from two ovifags intoan unnarnel tributary to Mill Creek,a Class WS;V-i stream In
the Neuse River Basin whiCt has a 701 D flay:;'t•Ifs Dnd o 3DO2 from:•of 0 Cis.For some parameters,the ovc!ia !e IDad CaDtCiTI Of the immediate rec m eivinp water will be Consumer.This ov ptte.1 future
1:pe•cvziiir bled t!!',��r-r irmaI-ions it,ct`-sion°!dischargers within this portion,of the wolenheL fa`1 . -�•'
2f.NDD_t kc.NCf2:3i?e.,',"^F,L�e!,•..=; i:.cif Room 4D:,R006iPG.NC 2760:hos0eciiea for o permit rtnf+•.:.1 i :ility loccitrdat the E.W..JOnnson Water Treatment Plant,1033,Follsai Neuse
Root,kcreigh,WOKr COuth.Tne td:iiny camzrgts water treatment boCkwash water from two ovItOlii Oultall ODi discharges into un unnamed iributary tothe Neuse River and is claisffied ai C-Iii
Cull"L OOi 6i$cno•9es into On unnarned jrip:"Crm t0 NDMYCVT CtnK which is CIaniiied os NS•t V-NSW-CA wOtert it tit NeuSi River Basin.NO Parameters ore water quolily limited,but this OiSCnatee may
often future allocations, �[K
la
27.NPDES Ni NC005677E.Rive•VM o•roev.,men Asset lot ion,PO Box 51728.Raleigh,NgrIlii has Coal led for a Perm11 renewal far a facility IOrOita on Falls of Ntun Rood,Raleigh,Woke County.The
taCll111'diichprgli 0.02 MGD OI healed comes;!'v:O51 WOrIff from Ont Oa11011 inlO the NeUW River,Close C•NSW Beam in the Neuse River Basin which hot a rfgufalt0 how from the Falls bKe dam.NO
C*rDM*ltrs are water QJOIny lim11ed, bu!Ina Discharge may affect future ollocatiors, MC In+1 wit.
2E.NOEDS No.NCD052311,William Energy Ventures,inc,,Post Office Box 70,Tulsa,DK 74101.0070 het opallid for a Permit reriewrol for a futility located of Selma ofoaucts Terminal,Highway iM,
northwesi Of S*ImO.Johnston County.Tne id-ility is Permitted 10 dis•horot ilormiveler Ond hydrostatic lest wafer from ant ovHa l l into an unnamed tributary to the Neuse R;Yet,Class WS•t V NSW stream in
Ire Neuse River Basin which has a 7010 f10w Of 0 aft and a 31 flow of 0 Cis N0 parometers are water quality limped,but this diKhorgt may Oli frrure 0110Cations.
25,NPDESNO.N[00D752E.TownofWakeFares!-401EImAvenue,WakeForest,NC77S67he$availedforaPermitrenewalforofacilitylocatedatWakeFOMSiWaterTreatmiFr illty.114WaltAvenue,
WoKe rarest,WOK*COUmy.The totiiilf diSCM'yes filter backwash from One outfall into Smith Creek a Class C•NSW stream In fie Neuse River Basin.No paromelli are water quality limited.DO this
dischargt may offecl future Opocati°ns. "►
39.NPDES N0.N[0073?}F.Ira C.Lee and Esc:,:ter.Inc..PO be-76t Woofer Farts!.VC 27Si has ovic ieC fr•^-zli rerrii for a facility located of Whippoorwill Valley Wastewater Treatment Plant,
6 "' t.,:;:Rcoe't:^5%i:_„1;b,eFPrr.:,•Wto
-Olt CO:m11.TmliMtiiitYCurrentbtstndrgesO.OSO MOD IwitnexaansrontoC.20 MOD loftreateddomestitwastfworerfrom Ono cutfalI into Smitn Creek,0
C ices C•IrSy;Ureom in the Neuse River BOS;r,wrnith ties b 70tO flow of 015 cts.SOD,ammonia,and disSotreo oxygen ore water galley limited.For some Parameters,the ovoitable loco COPOCITV of the
immediate receiving wale,wilt be consumec.This miry Ofilli future water aublity boefd effluent iimlicifi0ns for additiernpi dischargers within this Portion Of fht watershed. WZ44.4r.0-
f 31.NPDES%a.NC1D607T1.Bpnnisler and Glover Properties,Indian Crftk Overlook,1113 Indian Creek Troil,Garret.NC 27S29 has caviled far p Permit renewal for 0 facility kKWeo at Indian Creek
Overlook,NC MighwC 50,near Garner,WoKe County.It*facility discharges 0.064 MGD df treated dORlestic wb mitt slewaler,and is pered for the discharge of up to 0.112 MGD,from one ovitbll into Swill
CreaK a Class C.NSIA Stream in the Neuse R iver Basin which tics a 7QI0 f low of 0.90 cis,9005,ammonia an ci vied Oxygen are water Auafily lirrtilea.For some Paramelers.the c iIrbil 1000 COP°Cil al
chi immediate receiving water will be crosvmld.This may of c?foturf wafer qualily posed effluent 11miiations for orditlonol dischargers within this portion of the watershed.M(ff*/S►.if
32.NPDES No.NCb06334E.Town of Smimiield.PO Box 761,Smithfield,NC 27577 has applied for a Permh renewbt for p facility located at Smithfield Water Treatment Plant on 2nd Street,Smithfield,
JOhnstan County,The focilill discharge$fill et oCkwash wraftr from ant ouill is Into Buffalo Creek.d Clots C•NSw stream in the Neuse River Basin.No parameters are Crater quallty limited,but this
dfSChdree ropy offfC1 future aliaCOtiWis. (r
2T.NPDES NO,NC03M75.Phillips Pipe Li company.370 Adam$Building,$Ortlesville,OK 74M has OPPlied for P permit Mrtewal far a fisCllpy located of Selma Terminal,On Highway 1D03 and IM.
!tro Neolifo!Sekm°,JOhnslonCaunty,The far ilitI,ispermihedtodis Charge starmwpter and hydrosl°tic lost waier from Iwo coital Is Into onVnn°meatributaryto Mill Creek.aC ion WS•IVN 'A'sl room In
:file Nkuae River Basin which hot o 701t fipv:Of 0 cis and a 3005 flow 1 0 eft. No barometers ore water quality ilmited,but}his discharge may affect future ollocations.1041
34.NPDE5 ND.NCtID64TY.5.Johnston County,PO Box 2263,Smltlifela NC 21577 Pas applied tar o permll renewal for o fatlllly totaled at the Johnston County Water Treatment Foci Illy,6%Cledrwrfer Drivi,
fmpnllela.Johnston CPuety.The foci city disc forges treated Iter backwash water from One ou11a11 Into On untlpms'R tributary la the Ntuee River,b Cass WS•IV NSW CA Stream in tilt Neuse River psih.
kD ON ADNI 11,arf w!Oter quality limited.but this discharot may Offe[t future allocations.
NLO! April IE, 199E �k/lAL
s
x

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO003549
t.
Facility Information
Applicant/Facility Applicant/Facility Name Amerada Hess North and South Terminals
Permitted Flow: none specified
-Facility Class: I
Facility/Permit Status: Renewal
(i.e. New, Modification,
Existing or Renewal)
Count : Johnston
Stream Characteristics
Receiving Stream: UT torMill Creek .
Stream.Classification: W S IV NSW
Subbasin: 030402
Drainage Area(mi ):
Summer 7Q10 (cfs) 0
Winter 7 10(cfs): 0
30Q2 (cfs): 0
Average Flow (cfs): 0
IWC {%): 100
Miscellaneous
Re ionalOffice, I Raleigh
USGS To o Quad: I E25S
Changes Incorporated into Permit Renewal
Proposed' Changes ' 'Parameters Affected Basis.:for' chap e(s)
Incorporate NCO076589 into All Simplify permit
NC0003549. NCO076589
will become outfall 003.
001,003-Change monitoring All Terminal Permitting Guidance
frequencies
001-Addition of limits Benzene,Toluene, Lead Reasonable Potential Analysis
001,003-Elimination of Ethylbenzene, MTBE Determined not to be pollutants
monitorin& of concern
001-Elimination of monitoring Na hthalene Not pollutant of concern
Elimination-of limit- Phenol TerrninaltPermjtting Guidance,
Addition of monthly Total Nitrogen Neuse NSW Management
monitoring with special Strategy
condition
Addition of monthly Total Phosphorus Neuse NSW Management
monitoring Strategy
001,003-Addition of EPA Methods 624/625 Terminal Permitting Guidance
monitoring
001,003-Elimination of pH Terminal Permitting Guidance
monitoring
003-Elimination of Special Oil and Grease Terminal Permitting Guidance
Condition G
Proposed changes are applicable to all•three outfalls, unless a specific outfall is specified
in table
Page 1 of 4

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO003549
Permit Nos. NCO003549 (South Terminal) and NCO076589 (North Terminal) will be
combined into one discharge permit with this renewal.
NCO03549 (001) - discharge stormwater, washwater, and hydrostatic test water from
loading rack area and diked containment storage tank area through outfall 001. All
loading rack stormwater and washwater pass through oil/water separator prior to
discharge. (002) - discharge stormwater and wastewater from railcar loading area
through 4500 gallon oil/water separator and 0.7 MG lined containment basin through
outfall 002.
NCO076589 (001) (to be 003 - see below) - discharge stormwater and
washwater from loading rack area through an oil/water separator to outfall 003 and also
discharge stormwater and hydrostatic test water from diked containment area and
stormwater from paved areas through outfall 003.
NCO076589 will be rescinded and the outfall 001 of this permit will be
renumbered 003 under NC0003549.
Compliance SummwZX
Review of data from January 1995 to January 1998 indicate the facility has been in
compliance except for a few violations of the benzene,toluene, and lead water quality
standards. Both north and south terminals have passed their toxicity tests. Outfall 002
has not yet discharged.
WLA Sum
In 1996, DWQ developed standard permitting guidance and requirements for all terminals
in North Carolina. These requirements were incorporated into permit no. NCO003549 for
only outfall 002 in 1997 as part of the permit modification when this outfall was
constructed. These requirements will now be implemented for outfalls 001 and 003. The .
EPA Methods 624/625 monitoring requirement is one of these standard requirements.
This requirement allows DWQ to identify which of the compounds that are part of
624/625 are discharged by the terminals.
At outfall 001,the reasonable potential analysis indicated that the potential exists for
turbidity and oil and grease water quality standard violations,thus, turbidity and oil and
grease will continue to be monitored and limited even though this is not normally required
of terminals (as specified in terminal permitting guidance). The reasonable potential
analysis also indicated that the potential exists for benzene,toluene, and lead water quality -
violations and thus all three of these parameters will be limited in the permit. It should be
noted that when the reasonable potential analysis was run without 970112 data, toluene
would not be limited. (potential cause of high data on 0970112 and 970602 is
under investigation - region, please provide any info if possible).
There was no discharge from outfall 002, and thus no reasonable potential was
conducted.
Page 2 of 4

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO003549
.k
At outfall 003, the reasonable potential analysis indicated that oil and grease, benzene, and
toluene all have the potential to violate water quality standards and they will be limited. It
should be noted that when the reasonable potential analysis was run without 970112 data,
toluene would not be limited. (potential cause of high data on 0970112 and
970602 is under investigation - region, please provide any info if
possible). Turbidity does not have the potential to violate water quality standard and
thus will not be limited or monitored as is consistent with terminal permitting guidance.
MTBE monitoring will be eliminated because this compound has no surface water quality
standards or federal criteria (one of the main reasons monitoring for MTBE is not required
as part mi of the terminal pertting g6idar ce). Review of'effluent data indicaie'one MTBE
detection equal to 125 ug/l (less than the groundwater MTBE water quality standard).
Ethylbenzene monitoring will be eliminated as monitoring for this compound is included
in 624/625 and review of the data only indicated one detection equal to 1.4 ug/l. The
phenol limit will be eliminated as explained in the following paragraphs.
Phenol and chlorinated phenols are separate and distinct and should not be grouped in the
same category when determining discharge limits (as has been inadvertently done in the
past). Phenol is a common component of petroleum compounds stored in terminals, can
result in tainting of fish tissue, and can cause taste and odor(organoleptic)problems in
drinking water. There is no water quality standard for phenol, although phenol
discharged from terminals can combine with chlorine in water treatment facilities to form
chlorinated phenols for which there is a state water quality standard of 1.0 pg/l.
Minimizing the discharge of phenol into water supply classified waters could reduce
chlorinated phenol formation and their concentration in drinking water. As a result of the
possible occurrence of phenol in oil terminal facility discharges and the possibility of
chlorinated phenol formation, phenol is monitored (but not limited) on a monthly basis at
those terminals that discharge to'water supply classified waters.
There is limited toxicity data for'chlorinated phenols, and the 1.0 pgll standard protects
water supplies from taste and odor problems. Chlorinated phenols are not expected to be
discharged from oil terminals and would not a problem with oil terminal discharges into
non-water supply classified waters. Monitoring for certain chlorinated phenols will occur
under EPA 624/625 for all oil terminaldAcharges.`If one or more chlorinated phenols are
detected, additional monitoring will be required of those terminals that discharge to water
supply classified waters.
Total Nitrogen and Total Phosphorus will be monitored and special conditions have been
added to the permit which explain conditions 'related.to the Neuse River Basin NSW
Management Strategy. Please refer to Neuse River Basin NSW Management Strategy
NPDES Permitted Facilities Requirements Summary (prepared by NPDES Unit).
Page 3 of 4

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0003549
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: 4/22/98
Permit Scheduled to Issue: 618198
State Contact
If you have any questions on any of the above information or on the attached
permit, please contact Paul Clark at [phone], extension 580.
Copies of the following are attached to provide further information on the permit
development:
• Reasonable Potential Analysis
• Existing permit effluent sheets with changes noted (existing facilities only)
• Draft Permit _ /�
NPDES Recommendation by: ✓ e1�✓�—Date: Y 7 e
Regional Office Comments
Regional Recommendation by: "ki— Date:
Reviewed By:
Regional Supervisor: Date:
NPDES Unit: Date:
Page 4 of 4

SOC PRIORITY PROJECT: Yes: No: X
If Yes, SOC No.:
NPDES STAFF REPORT AND RECOMMENDATIONS
FOR AMERADA HESS CORPORATION
(Renewal)
Date: 2/6/98
To: NPDES Unit
Water Quality Section
Attention: Paul Clark
County: Johnston
Permit Nos.: NCO076589
NCO003549
PART I - GENERAL INFORMATION
1. Facility and Address: Amerada Hess Corporation
Selma (North and South) Terminal
1 Hess Plaza
Woodbridge, NJ 07095-0961
Location: West State Road 1929
Selma, NC 27576
2. Date of Investigation: December 12, 1997
3. Report Prepared by: Susan A. Wilson (from notes provided by Paul Clark)
4. Persons Contacted and Telephone Number: Jay Bailey, (919) 965 - 9442.
5. Directions to Site: From Raleigh take 1-440 cast, Highway 70 east, exit onto
NCSR 1003 (Buffalo Road). Turn left onto West Oak Street. Amerada Hess
is on the right.
6. Discharge Point(s), List for all discharge points:
For NC0003549:
001 002
Latitude: 35°33' 00" Latitude: 35° 33' 00"
Longitude: 78 ° 18' 30" Longitude: 78 ° 18' 40"
NIMES Stiff Report
Amerada I•less Corporation NCo03549&NCo076589
Page I

For NCO076589:
Latitude: 35" 33' 12"
Longitude: 78 ° 18' 30"
Attach a USGS map extract and indicate treatment facility site and discharge point
on map.
U.S.G.S. Quad No.: E25SE U.S.G.S. Quad Name: Selma
7. Site size and expansion area consistent with application? Yes: X
No: If No, explain:
8. Topography (relationship to flood plain included): 0 - 3% slopes.
9. Location of nearest dwelling: No nearby dwellings noted.
10. Receiving stream or affected surface waters: Unnamed tributary to Mill Creek,
Neuse River Basin.
a. Classification: WS-IV, NSW
b. River Basin and Subbasin No.: 030402, SI: 27-40
C. Describe receiving stream features and pertinent
downstream uses: The unnamed tributary is the receiving water
for the majority of the oil terminals. The tributary flows to
Mill Creek to the Neuse River (drinking water supply for
Smithfield).
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: NIA. Any discharge is washdown water/
stormwater dependent.
b. What is the current permitted capacity of the Waste Water Treatment facility?
NCO076589 - oil/water separator (unknown capacity); this outfall
receives any discharge associated with the loading racks
adjacent to the administration building.
NCO003549 001 - oil/water separator followed by diked containment
area (unknown capacity); this outfall receives any
discharge associated with the containment area around the
storage tanks and the loading racks on the south side.
002 - 4500 gallon oil/water separator, 0.7 MG lined
containment basin (A/C issued 4128/97); this outfall
receives any discharge associated with the railcar area
which transfers jet fuel.
NPl]]1S Staff Report
Apicrada I-less Corporation NC003549&NC0076589
Page 2

C. Actual treatment capacity of the current facility (current design capacity)?
NIA. The actual discharge will vary due to storm events and washdown
r
of the loading racks.
d. Date(s) and construction activities allowed by previous Authorization to
Construct issued in the previous two years: See Lb. above.
e. Please provide a description of existing or substantially constructed
wastewater treatment facilities: See Lb, above.
f. Please provide a description of proposed wastewater treatment facilities: NIA
g. Possible toxic impacts to surface waters: Potentially, the typical petroleum
constituents (BTEX, and phenol(s)) and jet fuel.
h. Pretreatment Program (POTWs only): NIA
2. Residuals handling and utilization/disposal scheme: Residuals are monitored as
necessary and disposed of as required (through a hazardous waste facility, if
necessary).
3. Treatment plant classification (attach co►npleteel rating sheet): Class I, by definition.
4. SIC Code(s): 5171
Wastewater Code(s) of actual wastewater, not particular facilities i.e.., non-contact
cooling water discharge from a metal plating company would be 14, not 56.
Primary: 39, 73
Main Treatment Unit Code: 535x0
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public
monies involved. (municipals only)? NIA
2. Special monitoring or limitations (including toxicity) requests: The phenol(s)
monitoring requirement (as well as any other parameters) should be modified to
be consistent with similar permits. Outfall 002 of NC0003549 was modified
6/17/97. Toxicity data has indicated >100% LC50's annually for the past 3
years for NC0003549 (001) and NC0076589. Toxicity testing has not yet been
performed for 002 (newly constructed outfall).
3. Important SOC, 3OC or Compliance Schedule dates: (Please indicate) NIA
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non-discharge
NPDES Staff Report
Amerada I-Iess Corporation N0003549&NC0076589
Page 3

options available? Please provide regional perspective for each option evaluated.
N/A - existing facility, minimal discharge.
PART IV - EVALUATION AND RECOMMENDATIONS
Amerada Hess stores low/high sulfur diesel, kerosene, and gasoline as well as fuel additives.
The facility has had several discharge events in the past year. Outfall 001 of NCO003549
has had detect levels of MTBE, lead, benzene, toluene, and xylene with values above the
instream water quality standards for lead, toluene and benzene.
NCO076589 has also had occasional discharges. January 1997 indicated values above
detect levels for xylene, benzene, and toluene.
The RRO has no objection to reissuance of these permits, pending approval by the NPDES
Unit. However, the RRO recommends that these permits be combined for a single permit
with three outfalls (if Amerada concurs).
w
Signature of report preparer(Susan A. Wilson) Date
a er Qkality Regional Supervisor 6aiJ
h:176589.sr
NI'DLS Staff Report
Amerada I-Iess Corporation NC003549&NC0076589
Page 4

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1r1OVOS9@W Summary
March 25, 1998
Amerada Hess has applied to renew two discharge permits to discharge stormwater to an
unnamed tributary to Mill Creek (WS-IV NSW) in the Neuse River basin (030402).
Permit Nos. NCO003549 (South Terminal) and NCO076589 (North Terminal) will be
combined into one discharge permit with this renewal.
NCO03549 (001) - discharge stormwater, washwater, and hydrostatic test water from
loading rack area and diked containment storage tank area through outfall 001. All loading
rack stormwater and washwater pass through oil/water separator prior to discharge. (002)
- discharge stormwater and washwater from railcar loading area through 4500 gallon
oil/water separator and 0.7 MG lined containment basin through outfai1002.
NCO076589 (001) (to be 003 - see below) - discharge stormwater and washwater
from loading rack area through an oil/water separator to outfall 003 and also discharge
stormwater and hydrostatic test water from diked containment area and stormwater from
paved areas through outfall 003.
NCO076589 will be rescinded and the outfall 001 of this permit will be
renumbered 003 under NC0003549.
Compliance Summaa
Review of data from January 1995 to January 1998 indicate the facility has been in
compliance except for a few violations of the benzene, toluene, and lead water quality
standards. Both north and south terminals have passed their toxicity tests. Qutfall 002 has
not yet discharged.
WLA Summary
In 1996, DWQ developed standard permitting guidance and requirements for all terminals
in North Carolina. These requirements were incorporated into permit no. NC0003549 for
only outfall 002 in 1997 as part of the permit modification when this outfall was
constructed. These requirements will now be implemented for outfalls 001 and 003. The
EPA Methods 624/625 monitoring requirement is one of these standard requirements. This
requirement allows DWQ to identify which of the compounds that are part of 624/625 are
discharged by the terminals.
At outfall 001, the reasonable potential analysis indicated that the potential exists for
turbidity and oil and grease water quality standard violations, thus, turbidity and oil and
grease will continue to be monitored and limited even though this is not normally required
of terminals (as specified in terminal permitting guidance). The reasonable potential
analysis also indicated that the potential exists for benzene, toluene, and lead water quality
violations and thus all three of these parameters will be limited in the permit. It should be
noted that when the reasonable potential analysis was run without 970112 data, toluene
would not be limited.
There was no discharge from outfall 002, and thus no reasonable potential was conducted.
At outfall 003, the reasonable potential analysis indicated that oil and grease, benzene, and
toluene all have the potential to violate water quality standards and they will be limited. It
should be noted that when the reasonable potential analysis was run without 970112 data,
toluene would not be limited. Turbidity does not have the potential to violate water quality
standard and thus will not be limited or monitored as is consistent with terminal permitting
guidance.
Page 1 of 2

NCO052311 Summary
March 25, 1998
MTBE monitoring will be eliminated because this compound has no surface water quality
standards or federal criteria(one of the main reasons monitoring for MTBE is not required
as part of the terminal permitting guidance). Review of effluent data indicate one MTBE
detection equal to 125 ug/l (less than the groundwater MTBE water quality standard).
Ethylbenzene monitoring will be eliminated as monitoring for this compound is included in
624/625 and review of the data only indicated one detection equal to 1.4 ug/l. The phenol
limit will be eliminated as explained in the following paragraphs.
Phenol and chlorinated phenols are separate and distinct and should not be grouped in the
same category when determining discharge limits (as has been inadvertently done in the
past). Phenol is a common component of petroleum compounds stored in terminals, can
result in tainting of fish tissue, and can cause taste and odor (organoleptic) problems in
drinking water. There is no water quality standard for phenol, although phenol discharged
from terminals can combine with chlorine in water treatment facilities to form chlorinated
phenols for which there is a state water quality standard of 1.0 Ng/l.
Minimizing the discharge of phenol into water supply classified waters could reduce
chlorinated phenol formation and their concentration in drinking water. As a result of the
possible occurrence of phenol in oil terminal facility discharges and the possibility of
chlorinated phenol formation, phenol is monitored (but not limited)on a monthly basis at
those terminals that discharge to water supply classified waters.
There is limited toxicity data for chlorinated phenols, and the 1.0 pgll standard protects
water supplies from taste and odor problems. Chlorinated phenols are not expected to be
discharged from oil terminals and would not a problem with oil terminal discharges into
non-water supply classified waters. Monitoring for certain chlorinated phenols will occur
under EPA 624/625 for all oil terminal discharges. If one or more chlorinated phenols are
detected, additional monitoring will be required of those terminals that discharge to water
supply classified waters'.
Total Nitrogen and Total Phosphorus will be monitored and special conditions have been
added to the permit which explain conditions related to the Neuse River Basin NSW
Management Strategy. Please refer to Neuse River Basin NSW Management Strategy
NPDES Permitted Facilities Requirements Summary (prepared by NPDES Unit).
Page 2 of 2

WHOLE EFFLUENT TOXICITY TESTING OESEU-MONrrORING SUMMARYI Fri,Mar I3.1998
Alum-012 Perm the Sim•16% 04 '--- '-- Pass -- - Pwge' •-• - Pau -•- - psi
NEIM3"12 O.'SI..:12/1193 1 rrgaracy Q I%r A Mor lw Srp Ike NonCsrursinple 06 - - Paasto - Pottle) - - Pamela) - - N1
Cnaalr:Slawly Re/Inm MRO S%M,weln:YAInM 90 •-- -•- Psem(s) - ... pan(a) - _ Paula) - - Pmp(t) '
PP:NA Sperhl 9l - Pass «- - PASS(s) -- - Pass - Peseta)
7QIO:14A 1WC(1GENA on
Ales■-013 Pr.m 241w sr p/f lira:90%t1hd 94 - ... ... .» ... ... .» ... ... - ,..
NLVO04304MI3 t rahil lZrINS Prmpwtryr Q I'll, A Ma.Ian%rp lire H-MC"mp:Slwals on - - - - - - - - - - f4f
Cme«r-Stmaly Qe'Slow.MOO SaMwuia:YAIXNI Do - - Pus - pmes(*) - - Pmsm(a) - .- Pmef(m)
nt."A Speehd 07 _ _ Po"(s) - - Pass() - Psatls) Pen(y
70IDNA PM-(%YNA l 9e -
Ateamr.der MOIO WWTP PPRM CPIR LIM:117E T 04 - poem -- -" Pau - .•. Page - - Pans
1(OM32GWI Org6:3/t/44 ficgxacT Q Pit- A Frb May Asa Now 11mCa.e7SIN01,19 0S --- Pus - - pass -- - Peso - - Pass
C9way:Rsd.2frad RelkNLARO Sabbnrhl:ORT)(12 9e - pest .-- - Pass - peso - -- Pees
PIS:0.20 Sp«tal 9f - pate - - Pass - pus - - page
7Q10:2.5 IViC(ft11.0 o.arr: 00 -
'Allied Slansl Flherwval Perm 400IA-SOmcRm:907f. 94:_- - - s100' -
NCWOIS9AN1O) OeiK.12/IIMS l%tgvm KY Q A )w Apr Jet tk1 Nr.1t'm.p731eSle 95 slotr -• - >tow - ..- 3.100 -- - Ni -- a100
Caawtr-Chsthmaa Realm:RRO Stdl Ift:CPM-'07 95 <12.6 40.25 17.01 s101) - -- 72.02 22,53 03.65 0100 s1011 ---
VP:0.244 sl'clel 07 .100 - - 0100 74.10 76.11 40.60 3.100 a100 - -
7Q10:40 Iw['(7sk0.94 lam` 00 s100
Allied Signal Flheta1002 Perm 241r S.30 we not epic fdd(ttd+) Os - - ..- siw 0w a1991 st001 V%w --
MCOMIA99/O02 beSIm:1211195 rtegarmey:A NenComp: 9S .•• -•- _ s1001 -
Causty:ChNhrw ReS1m RRO SoM.gsin:CPI-'07 00 - - - 3.101) --- -
IrF:NA Special VT _ s100 - - - - -
7QI0:0.0 MQ%kNA older. 91 -
Alpha Cellute" I"IMM C91R LIM:L77F;11'M'4MliU tllR LIM S% T 04 - Past -- -• Fol Peso - Pass - -•• peal -
NC0005321/001 DgOn:1211194 firrprcnry:Q r/1' A I;rh May AmS Nav l4 wuo y.:SIN(OJt 05 --- pass - - Page --- pass - - NMV*n --
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7QI0:111.22 IWC1%t2.3 lt.der: 00 -•• Lain
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NC00/17ILOOi Oraiw:1111193 lit I-, y:Q r/1' A Mar Jan Sep DEC Nme-wag sh sle 06 -.- --. -- -- - - - -- Nwal I fVPo»I FOR Fall
Caanly:Cmtawhn Rea1.m:Milo Sd:hosle:01I32 ge ra1 rmll pmmm Pus,pato pmssl pass FollYmes Poem Pass Pate Pam Poem
PP:0.0007 Spectat 97 rm1 -of poet Pats Pass Pam -- Pum Nl - - - peso
TQRF.0 Iwtl%)-.I(10 -
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NLbOa6711R101 thi&:winfi rwgwwey:A N-Conw: 96•.1Wf ... -
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Plh - Nperhl or - -
7Qto-NA 1Wtj%7'NA 11*r. 99 -
Aserrwdw Ilraw Cwrp/Paw Cr Trtminel Perm 241r P.t:1Q ar rwddi rplo Old tpah) 01 _ _ _ pass' pass"Pege'Pose- - Pagel - -- -
NCnooS771/W1 Oraim:911190 14r-pwy.cy:A N.*1l'nmp: as - 1.1001 - - - - - - - -
Cmmly:MeekiebwS Re11aw:MRO 861,11eeln:CI-034 0e *100 - _
pp:VARIl3S Special of ..- stOO
7QI0:0.0 (w(!1%t.too 0rdr.` 9e -
Am made ilea Selma Termlagl 1751M:24IIR AC MUNIf 04S IrlIIIJ IGRATI) Os 05.221 - -
NC0003349AOI OeginANI1M4 I'mrMcy.A NcoComp: 95 000f - - - - - - - - -
CoWdy:)olmstao Res1a0;RRO Sabbasin:Nln)02 90 - a100 -
PP:VAR Spedul 07 - _ _ _ _ _ 3.100 _ _ -
7Q1O:0.0 IWC('3,k1o0 l f° W >tW
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NC0003349W02 DeikIVIM4 rglgaeaey:S(MVA Noaconw 96
Catudy:I,' Im Region:Rno Sabi In:NLR102 W -IT:VAR - sprtl.l 01
7910.0.0 fwcftloo oedrr 91 - /
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2

• ` Permit No. NCO003549
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Amerada Hess Corporation
is hereby authorized to discharge wastewater from a facility located at
Selma North Terminal
Selma South Terminal
northwest of Selma
Johnston County
to receiving waters designated as an unnamed tributary to Mill Creek in the Neuse River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III, and IV hereof.
The permit shall become effective
This permit and the authorization to discharge shall expire at midnight on March 31, 2003
Signed this day
DRAFT
A, Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NCO003549
R SHEET
Amerada Hess Corporation W1
is herebyauth rized to: b
1. Contin e to dischar e stormwater/washwater hydrostatic�tes�tem loading rack
ar diked containmen s ora a tan ugh an oil/water separator to outfall 001 aQ d«O
and isc arge s ormwa er an was w rom railcar loading area through oil/water
separator and lined containment basin through outfall 002 located at Amerada Hess South
Terminal, Selma, Jo�hpst -�ourlty (See Part III of this permit),
]o �,u�ul� a-
2. Continue to dischar,gggg�/wastewater from loading rack area through an oil/water separator to ,
outfall 003 and als ischarge stormwater and hydrostatic test water from diked containment
area through outfall 00 located at Amerada Hess North Terminal, Selma, Johnston County
(See Part III of this pen Uit), and / r
3. Discharge wastewater from said treatment works at the location specified on the attached
map into Mill Creek which is classified WS-IV NSW waters in the Neuse River Basin.

A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMgNTS Permit No. NCO003549 '
'& �
.v( 0 dorm V-J---
During the period beginning on th effective date of the permit and lasting until expiration, the Permittee is authorized to discharge
stormwater, loading rack washwater and hydrostatic testing water from outfall serial number 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT CHARACTERISTICS EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
Monthly Weekly Daily Measurement Sample Sample
Average Average Maximum Frequency Type Location 1
Flow' Monthly Effluent
Total Suspended Solids 45.0 m A Monthly Grab Effluent
Turbidity Monthly Grab Effluent
Oil and Grease 45.0 m A Monthly Grab Effluent
Phenol MonthlV Grab Effluent
Benzene 1.19 u A Monthly Grab Effluent
Toluene 11.0 u /1 Monthly Grab Effluent
Lead 25.0 u A Monthly Grab Effluent
Total Nitrogen (NO2+NO3+TKN)4 NL(mgA) Monthly Grab Effluent
NL(Ib/mo) Monthly Calculated
NL(lb/yr) Annually Calculated
Total Phosphorus NL(mg/l) Monthly Grab Effluent
X lene Semi-Annually Grab Effluent
EPA Methods 624/625 5 Semi-Annually Grab Effluent
Acute Toxicity B Annually Grab Effluent
Notes. NL: No Limit
I Where no measurable discharge occurs, "no discharge"should be clearly noted on the submitted monthly discharge monitoring report.
Flow may be monitored in one of four ways: a) Measure flow continuously,b)Calculate flow based on the area draining to the outfall,the built upon area,
and the total rainfall (this method of flow measurement should not be used at facilities that have large ponds to collect surface water runoff),c) Estimate by
flow measurement at 20 minute intervals during the entire discharge event, or d) Base flow on pump logs.
2 The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the turbidity exceeds these levels due to natural background
conditions, he discharge level cannot cause any increase in the turbidity in the receiving water.
3 Where possible,the grab sample for oil and grease should be skimmed from the surface of a quiescent(calm water) zone.
4 See Supplement to Effluent Limitations and Monitoring Requirements - Special Condition A(4), Total Nitrogen Monitoring.
5 EPA Method 625 includes five (5) chlorophenols. If one or more chlorophenols) is detected at concentrations greater than or equal to 50 pgA, the
permittee will be required to analyze for the eight chlorophenols (listed below) in addition to EPA Method 625. This additional required monitoring will begin
with the permittee's next scheduled monitoring event, occur on a semi-annual basis, and will last for the duration of the permit. Eight chlorophenols include
the following: 3-chlorophenol, 4-chlorophenol, 2,3-dichlorophenol, 2,5-dichlorophenol, 2,6-dichlorophenol, 3,4-dichlorophenol, 2,3,4,6-
tetrachlorophenol, and 3-methyl-6-chlorophenol.
B Acute Toxicity (Fathead Minnow, 24-hour) Monitoring, Annual, See Supplement to Effluent Limitations and Monitoring Requirements Page - Special
Conditions A (5).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no direct discharge of tank solids,tank bottom water,or the rag layer.
There shall be no direct discharge of tank (or pipe) contents following hydrostatic testing unless benzene concentration is less than 1.19 ugA and toluene
concentration is less than 11 ug/1 in the tank discharge.

A(2). EFFLUENT LIMITA . S AND MONITORING REQUIREMENTS Permit No. NC0003549
ueh«le
During th period beginning' on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge
stormwater an ratlesrra=*w shwater from outfall serial number 002. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT CHARACTERISTICS EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
Monthly Weekly Daily Measurement Sample Sample
Average Average Maximum Frequency Type Location 1
Flow' Monthly__ Effluent
Total Suspended Solids 45.0 m A Monthly Grab Effluent
Oil and Grease Monthly Grab Effluent
Phenol Monthly Grab Effluent
Benzene Monthly Grab Effluent
Total Nitrogen (NO2+NO3+TKN)3 NL(mgA) Monthly Grab Effluent
NL(lb/mo) Monthly Calculated
NL(Iblyr) Annually Calculated
Total Phosphorus NL(mgA) Monthly Grab Effluent
X lene Semi-Annually Grab Effluent
EPA Methods 624/625 4 Semi-Annually Grab Effluent
Acute Toxicity 5 Annually Grab Effluent
Notes: NL: No Limit
1 Where no measurable discharge occurs, "no discharge" should be clearly noted on the submitted monthly discharge monitoring report.
Flow may be monitored in one of four ways: a) Measure flow continuously, b) Calculate flow based on the area draining to the outfall,the built upon area,
and the total rainfall (this method of flow measurement should not be used at facilities that have large ponds to collect surface water runoff), c) Estimate by
flow measurement at 20 minute intervals during the entire discharge event, or d) Base flow on pump logs.
2 Where possible,the grab sample for oil and grease should be skimmed from the surface of a quiescent (calm water) zone.
3 See Supplement to Effluent Limitations and Monitoring Requirements - Special Condition A(4),Total Nitrogen Monitoring.
4 EPA Method 625 includes five (5) chlorophenols. If one or more chlorophenols) is detected at concentrations greater than or equal to 50 NgA, the
permittee will be required to analyze for the eight chlorophenols (listed below) in addition to EPA Method 625. This additional required monitoring will begin
with the permittee's next scheduled monitoring event, occur on a semi-annual basis,and will last for the duration of the permit. Eight chlorophenols include
the following: 3-chlorophenol, 4-chlorophenol, 2,3-dichlorophenol, 2,5-dichlorophenol, 2,6-dichlorophenol, 3,4-dichlorophenol, 2,3,4,6-
tetrachlorophenol, and 3-methyl-6-chlorophenol.
5 Acute Toxicity (Fathead Minnow, 24-hour) Monitoring, Episodic, See Supplement to Effluent Limitations and Monitoring Requirements Page - Special
Conditions A (6).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no direct discharge of tank solids, tank bottom water, or the rag layer.
There shall be no direct discharge of tank(or pipe) contents following hydrostatic testing unless benzene concentration is less than 1.19 ugA and toluene
concentration is less than 11 ugA in the tank discharge.

A(3). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NCO003549
During the period beginning on thgel0fective date of the permit and lasting until expiration, the Permittee is authorized to discharge
stormwater, loading rack washwater, and hydrostatic testing water from outfall serial number 003. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT CHARACTERISTICS EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
Monthly 7 Weekly Daily Measurement Sample Sample
Average I Average Maximum Frequency Type Location 1
Flow' Monthly Effluent
Total Suspended Solids 45.0 m /l Monthly Grab Effluent
Oil and Grease 45.0 mqA Monthly Grab Effluent
Phenol Monthly Grab Effluent
Benzene 1.19 u /l Monthly Grab Effluent
Toluene 11.0 u /I monthly Grab Effluent
Total Nitrogen(NO2+NO3+TKN)3 NL(mgA) Monthly Grata Effluent
NL(lb/mo) Monthly Calculated
NL(Ib/yr) Annually Calculated
Total Phosphorus NL(mgA) Monthly Grab Effluent
X lene Semi-Annuall Grab Effluent
EPA Methods 624/625 4 Semi-Annually Grab Effluent
Acute Toxici s Annually Grab Effluent
Notes: NL: No Limit
' Where no measurable discharge occurs, 'no discharge" should be clearly noted on the submitted monthly discharge monitoring report.
Flow may be monitored in one of four ways: a) Measure flow continuously, b) Calculate flow based on the area draining to the outfall,the built upon area,
and the total rainfall (this method of flow measurement should not be used at facilities that have large ponds to collect surface water runoff),c) Estimate by
flow measurement at 20 minute intervals during the entire discharge event, or d) Base flow on pump logs.
2 Where possible,the grab sample for oil and grease should be skimmed from the surface of a quiescent (calm water)zone.
3 See Supplement to Effluent Limitations and Monitoring Requirements -Special Condition A(4), Total Nitrogen Monitoring.
4 EPA Method 625 includes five (5) chlorophenols. If one or more chlorophenol(s) is detected at concentrations greater than or equal to 50 pgA, the
permittee will be required to analyze for the eight chlorophenols (listed below) in addition to EPA Method 625. This additional required monitoring will begin
with the permittee`s next scheduled monitoring event, occur on a semi-annual basis, and will last for the duration of the permit. Eight chlorophenols include
the following: 3-chlorophenol, 4-chlorophenol, 2,3-dichlorophenol, 2,5-dichlorophenol, 2,6-dichlorophenol, 3,4-dichlorophenol, 2,3,4,6-
tetrachlorophenol, and 3-methyl-6-chlorophenol.
5 Acute Toxicity (Fathead Minnow, 24-hour) Monitoring, Annual, See Supplement to Effluent Limitations and Monitoring Requirements Page - Special
Conditions A (5).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no direct discharge of tank solids,tank bottom water, or the rag layer-
There shall be no direct discharge of tank (or pipe) contents following hydrostatic testing unless benzene concentration is less than 1.19 ug/l and toluene
concentration is less than 11 ug/l in the tank discharge.

�s `d o3 '
Reasonable Potential Analysis `
arameter= Benzene Parameter= IToluene I
Standard= 1.19 VO Standard= 1 f yiuglt
n BDL=1/2DLIActual Data RESULTS nI BDL=1t2DL Actual Data RESULTS _�_-
971201 0.25 <0.5 Std Dev. 2.75234 971201 0.25 <0.5 Sid Dev._ „ ---2.5456
_
_971110 _0.25 <0.5 Mean 0.74941 _ 971110 4-25 <0.5 Mean _ 0.7353-_
970925 0.25 <0.5 C.V. 3.67267 970925 0.25 c0.5 C.V. - 3.462
970904 0.25 <0.5 r,=34 970904 1.2 1.2 n=_34
970717- - - 0.25 <0.5 - - 97D717 _ 0.25 -T<0.5 -
970602 - 1.18 1.18 Mutt Factor 7--- - 970602 0.9 -- -0.9 Mutt Factor= 6.7
970428 6.25 <0.5 - 970428 -0.25 ---<0.5 - - -
970403 0.25 <0.5 Max.Value 16.3 Wgll _ 970403. _ _ 0.3 _<0.6 Max.Value _ 15.1 ugtl
-__970218_ 0.25 - <0_5 Max.P_red Cw 114.1 �g11 97021E-_ -0.2_5 <0-5 Max.Pred Cw 104.17491
970112 _16.3 _ 16.3 Allowable Cw _ 1.2 pgll 970112 - 15.1 15.1 Allowable Cw 11.0 ugA
961202 0.25 <0.5- - - 961202 0.25 <0.5- - - - - ---- -
961009 0.25 <0.5 961009 0.25 <0.5
961003 --D.25'--<0.5 961003 ---- 0,25 --- c0_5 -
.960905-� .0-25_-----<9.5 - - T - 960905 -^.µ 0..25. ---_-<0.5- ��- ----
-- --- - - -- - - - -- - -- ---- _.. --
960808 0.25_ <0.5 960808 0.25 <0.5
- - 96MI 0.25 <0.5 - 960801 - 0.25 _. <05 -
960715 0-25 _<0.5 960715 0.25 <0.5
960530 0.25 <0.5----, --- - -960530 _0.25-- <0.5 - --
960502 0.25 _<0.5 _ __960502 0.25 <0.5
-9W318 f 0.25-4 <0.5 _ - - -- 960318 J -0.25 -<0.5
-960222 - 0.25 _ <0.5 --- -- - 960222 -- 0.25 -- <0.5-- ---- -
_ 960125 0.25 <0.5 960125 0.25 <0.5
�951109 0.25----<0.5�---- --------�- ----_951109-----0.25 - <0.5------ -
951005 -- 0.25 -- -<0.5 _ - - - - - 951_005 - --0.25 <0.5 -_ -
-950828 0-25 _<0.5 -- - - -_T 950828- -- 0.25 <0-5 --
950710 - 0.25 <0.5 --- - - --950710I - `0.25 <0.5 -
950611 _0.25 <0.5 950611 0.25 <0.5
- 950605---- 0.25'----c0.5 J--- -------- ---- - 950605 - 0.25-.--<0.5------Y_ -
-- 950504 0.25 _--_--<0.5 -�T� --� -- �950504 -�-U.25-�<0.5 `
950313_�_-0.25 _-<0.5-- ---- - ---- -- 950313-�- 0.25 -- -<0.5- -- --- --
950302 0.25 -<0.5-� -- - --- -- 950302 --0.25 - <0.5 - --
950216 0.25 <0_5 950216 0.25 <0.5 _
-950124 ----0.25 J<0.5'-- m ` - -- - 950124 - - 0.25 �T<0.5 _.
w -- - - -- ----- -- - --- - - - - -- --_<0, -- -- - -
950112 0.25 <0.5 950112 0.25 <D.5
PAGE 1

Reasonable Potential Analysis -03S;fF/c C,3)-L
arammfer= Benzene _ _ _ Parameter= Toluene
Standard= 1,19 pgfl -- _ Standard
n 6DL=1l2DL A_dual Data RESULTS _ n BDL=1/2DL Actual Data RESULTS_
971201 0.25 _ <0.5 Std Dev. __ 0.16189 971201 _ 0.25_ <0.5 Std Dev. _ _0.1972---
9711 i0 0.25 <0.5 Mean _ 0.27818 -- 971110 0.25 <0.5 Mean 0.3
970925 0,25 <0.5 C.V. W _ 0.58197 _ 97625 -- 0.25 -<0.5 C.V. - --0.6575
970904 0.25 <0.5 n=34 9709N 1.2 1.2 n=34
970717 0.25 <0.5 _ 970717 0.25 <0.5
970602 1.18 - 1.18 Mutt Factor= 2.5-- -- 97_0602 -- 0.9- a-0.9 Muh Factor= 2.1
-970428 6.25 -<0.5 --- - - - --970428 - 4.25 -`-<0.5 -- _- --
970403 _ 0.25 <0.5 Max.Value_ 1-1_8 P9/t - 970403_ 0.3____-<0.6 Max.Value 1.2 u9A
- -970218 0.25 <0.5 M_ax.Pred Cw _ _2.95 W 97_0218 T - 0.25 - <0.5 Max.Pred C_w�_ 2.5_2 ugll
-970112 - 16.3 Allowable Cw 1.2 Ngll 970112 �15.1 Allowable Cw 11.0 ugn
--961202 0,25 <0.5 T - -961202 0.25 <0.5 - -
- 961009---0.25 '-- <0.5 -' - - -961009 --0.25 <0.5-`-- --- --
961003 0.25 _ <0.5 _ 961003 0.25 <0.5
960905 --0.25 <0.5- - - 960905 0.25 <0.5 _
--960808____0.25�c0.5 --- --960806 f 0.29- --cO.S
-960801 0.25 -<0.5 �c0.5
_96_0715 - 0.25 <0.5 960745 _0.25 <0.5
9605M 0.25 <0.5 - - -- - -960530- 0.25 <0.5 - --- _-
_ 980502---0.25-_- <0.5 - -960502_ 0.25 <0.5
-9_60318 _ 0.2_5 <0.5- -- 960318 _0.25 <0._5 - - -- --
_ 96_0222_ 0.25 <0._5 _960222 0.25 <_0.5 - -
960125 0.25 _ _4.5 - 9_60125 -_0.2_5 4.5-
951109-�- 0.25 <0.5 �- 951109-_� 0.25 <0.5 -
951005-----0.25-----<0 5---- _ - '----951005 0.25--�<0.5 ------
95_0826 -- 0.25--- <0.5- ---- - -950828 0.25__ <0.5 --
950710- -'0.25 - --<0.5 ---- -- -- 950710 _ 0.25 _ <_0.5 -- --
-_ -950611 _ _0.25 - <0.5�--- -- - - 950611 0.25 - <0.5---
�950605- -0.25 <0.5 `- -- -- --95_0605 - _--0.25 �<0.5 -
950504 -_0,2_5 _-c0.5_- - --950504- 0.25 <0.5 - -
- 950313 _ 0.25 <_0.5 �950313
-- 950302 -0.25 -_ <0.5 -
950216 - 0.25- <0.5 - --- - - -95021 fi - 0.25 <0.5
950124 0.25 _<0.5_ -- - - 9501241. 0.251. <05
950112 -0.25--- <0.5 - - - 950112 --T0.25 c0.5 fy -- -
x��Z � LLT�2�-� Q� �`� .�^!►ti rTGY i '� --'`..►KG`t Li�� H n�
PAGE .°