NC0042501_Fact Sheet BINDER no APP - too big 06Dec2021_20211206

DEQ/DWR/NPDES
EXPEDITED FACT SHEET - NPDES PERMIT RENEWAL
NPDES Permit NC0042501
Joe R. Corporon,P.G., Compliance&Expedited Permitting Unit 06Dec2021
Table 1 -Facility Information
Kinder Morgan Southeast Terminals,LLC/
Applicant/Facility Name
Greensboro 2 Terminal
Applicant Address 6376 Burnt Poplar Road, Greensboro,NC 27409
Facility Address 6376 Burnt Poplar Road, Greensboro,NC 27409
Permitted Flow(MGD) not limited
Type of Waste 100%Industrial, stormwater in proximity to fuel bulk storage
Facility Class PC-1 County Guilford
Permit Status Renewal Regional Office WSRO
Stream Characteristics
Receiving Stream UT to East Fork Stream Class: WS-IV; *
Deep River
Stream Segment 17-2-(0.3) Drainage Basin Cape Fear River Basin
Summer 7Q10(cfs) 0.0 Hydrological Unit 03-06-08
[HUC] 30300030102
Winter 7Q10(cfs) 0.0 Use Support Impaired(Cat.4): Fish
30Q2 (cfs) 0.0 303(d)Listed Tissue Hg;Fecal Coliform
Average Flow(cfs) 0.0 State Grid C19SW
IWC(%) 100% USGS Topo Quad Guilford,NC
Facility Summary - Kinder Morgan Southeast Terminals,LLC/Greensboro 1 Terminal is a minor
industrial facility(flow<1 MGD) operating an existing Surface-Water Pollution Control System for
stormwater in proximity to above-ground storage tanks(ASTs)with surface bulk-storage of petroleum
hydrocarbon fuels and ethanol exceeding one million gallons [exempt from NC Stormwater Rules]. This
facility utilizes:
• diked areas(secondary containment of ASTs and piping)
• truck loading-rack drains routed to a 10,000-gallon oil/water separator
with hydrocarbon sensor(contents pumped to settling pond)
• lined settling pond(with outfall)
• effluent pumps and totalizing flow meter
• discharge control valve,manually operated,normally closed[a point-source
discharge].
• Truck-loading rack- spillage diverted to an oil/water separator directing oil
to a carbon-filtration system; water discharge via Outfall 001
Receiving Stream-Outfall 001 discharges to an unnamed tributary(UT)to East Fork Deep River
[Segment 17-2-(0.3)], a waterbody currently classified WS-IV; * located within hydrological unit 03-06-08
[HUC: 030300030102] of the Cape Fear River Basin. The stream segment [17-2-(0.3)b] is listed as
impaired(Cat.4): for Fish Tissue,Hg, and Fecal Coliform. The stream segment begins at its source
extending downstream to a point 0.4 miles upstream of Guilford County Road SR 1541.
Fact Sheet for Renewal
October 2021 --NPDES Permit NC0042501
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Compliance History--According to BIMS,this facility received no permit violations during the
previous permit cycle.
Reasonable Potential Analyses (RPA)-The need for toxicant limits is based upon an evaluation
of reasonable potential to exceed surface water-quality standards (SWQS). The RPA is a statistical
evaluation utilizing a minimum three(3)-year database of the most recently reported effluent data[40 CFR
122.44(d) (i)]. This procedure utilizes:
1. 95%Confidence Level/95%probability
2. an assumption of background-zero metals concentrations
3. use of/2 detection limit for"less than"values; and
4. streamflows to consider dilution [15A NCAC 2B.0206] and
5. dissolved metals criteria, effective April 6, 2016 [see permit Section A. (4.)].
RPA Monitor Only—Monthly vs.Quarterly. Although this facility's parameters of concern (POCs)are
dictated by historical storage of hydrocarbon fuels,many POCs were not detected during sampling and
analysis. Therefore,their recent effluent databases did not show reasonable potential. These POCs include
Benzene,Toluene, Ethylbenzene,Xylenes,Naphthalene,MTBE and Total Recoverable Phenolics.
However, DWR judges two POCs(not detected)to be less threating to the environment;these are
MTBE [a fuel additive,no longer used] and Total Recoverable Phenolics [an esthetic(organoleptic)
parameter]. Because these were not detected(See RPA),DWR hereby reduces the monitoring
frequencies for these two from Monthly to Quarterly [see permit Section A. (1.)]. The remaining POCs
(listed above)will remain at the Monthly frequency(no permit limit). Considering the number of
regularly reported discharges,they continue as POCs deemed significant to ongoing facility operations
(see Table 4).
Table 2 Monitoring Data Summary-Effluent(Sep2018—Jul2021) [42 Months]
Parameter Max Min Average Count Units
00556 -Oil&Grease 6.25 5.15 5.65 42 mg/1
22417 -Methyl Tert-Butyl Ether <1 <1 <1 17 µg/1
32730 -Phenolics,Total Recoverable 40 40 40 42 µg/1
34010 -Toluene <1 <1 <1 42 µg/1
34030—Benzene <1 <1 <1 42 µg/1
34371 -Ethylbenzene <1 <1 <1 42 µg/1
34696 -Naphthalene <5 <5 <5 42 µg/1
00070 -Turbidity 28.1 1.25 9.16 42 mg/L
81551 —Total Xylenes <3 <3 <3 42 µg/1
C0530- Solids, Total Suspended 10.2 <2.5 3.46 42 mg/1
Table 3 —Annual flows in MGD (Jan2018 —Jul2021 =42 Months)
Year Maximum Minimum Average Number of
Flow Flow Flow Discharges
2018 0.609 0.0003 0.124 120
2019 0.635 0.0001 0.143 95
2020 0.979 0.0011 0.223 80
2021 0.561 0.0021 0.172 41
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December 2021 --NPDES NC0042501
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Table 4 - MONTHLY FLOWS -Database Jan2018-Ju12021
To facilitate a reasonable potential analysis(RPA)required by EPA,DWR documents the highest reported
monthly average flow as conservative to protect the environment.
2018 Average Number of
Flow Discharges
Per Month(episodic) MGD n
Jan 0.204 5
Feb 0.051 13
Mar 0.122 9
Apr 0.103 11
May 0.088 11
Jun 0.083 7
Jul 0.033 6
Aug 0.177 10
Sep 0.166 13
Oct 0.322 6
Nov 0.118 14
Dec 0.113 15
2019 Average Number of
Flow Discharges
Per Month(episodic) I MGD ri
Jan 0.098 10
Feb 0.155 10
Mar 0.130 6
Apr 0.121 10
May 0.119 3
Jun 0.270 12
Jul 0.175 5
Aug 0.152 9
Sep - No flow
Oct 0.155 10
Nov 0.082 10
Dec 0.095 11
2020 Average Number of
1 Flow Discharges
Jan 0.152 8
Feb 0.173 11
Mar 0.235 3
Apr 0.164 6
May I 0.186 13
Jun 0.167 3
Jul 0.031 2
Aug 0.537 7
Sep 0.173 7
Oct 0.202 6
Nov 0.199 7
Dec 0.221 7
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December 2021 --NPDES NC0042501
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2021 Average Number of
Flow Discharges
Jan 0.087 4
Feb 0.189 10
Mar 0.175 7
Apr 0.127 1
May 0.303 3
Jun 0.154 8
Jul 0.165 8
*Highest Monthly Average [as required by EPA] during the last thirty-four(34)month
period=0.322 MGD(Oct2018). This figure is used to evaluate reasonable potential to
exceed SWQ standards [See RPA].
Changes from the Previous Permit: For renewal,DWR has made the following changes:
1. added pH monitoring, as required by EPA for all industrial facilities
2. updated facility description(see Supplement to Permit Cover Sheet)
3. updated text for WET testing [Condition A. (3.)]
4. updated facility map
5. monitoring frequency for analyte Total Recoverable Phenolics is hereby
reduced from Monthly to Quarterly. [see above: RPA Monitor Only—
Monthly vs.Quarterly.
6. increased Whole Effluent Toxicity(WET)testing frequency from
Annually to Quarterly,in accord with revised statewide policy to
protect surface water quality.
Rationale for Increased WET-Testing-During the previous permit cycle,DWR judged"Annual"
WET-testing insufficiently frequent to protect surface water quality and is currently revising monitoring
frequencies in all NPDES permits statewide. Therefore,this renewal reflects sampling Quarterly of an
episodic discharge,Acute monitoring using Fathead Minnow(Pimephales promelas), [TAE6C] as 24-hr
definitive,LC-50>100%. The previous Acute WET-test database does not demonstrate toxicity issues
[Annual"pass"] for years 2019,2020, and 2021 [See BIMS monitoring data].
This facility combines stormwater with potential product-contact wastewaters herein judged a complex
wastestream discharging episodically to a local ditch under zero flow receiving-stream conditions, 7Q10
and 30Q2=0.0 cfs(IWC= 100%). Acute WET testing @ 90% effluent concentration is therefore deemed
appropriate to adequately evaluate end-of-pipe short-term impacts of episodic discharges, conducted. [REF
Memo: Coleen Sullins,Director,DWR, 1999].
Proposed Schedule for Permit Issuance:
Public Notice (estimated): October 26, 2021
Issuance (estimated): December 3, 2021
Effective Date (estimated): January 1, 2021
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December 2021 --NPDES NC0042501
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NPDES DIVISION CONTACT
If you have questions regarding any of the above or the attached permit,please contact Joe R.
Corporon, P.G., email preferred [[e-mail]].
NAME: DATE: 06DEC2021
NPDES Implementation of Instream Dissolved Metals Standards—Freshwater Standards
The NC 2007-2015 Water Quality Standard(WQS) Triennial Review was approved by the NC
Environmental Management Commission(EMC)on November 13,2014. The US EPA subsequently
approved the WQS revisions on April 6,2016,with some exceptions. Therefore,metal limits in draft
permits out to public notice after April 6,2016 must be calculated to protect the new standards-as
approved.
Table 5. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter Acute FW, µg/1 Chronic FW, Acute SW, µg/1 Chronic SW,
(Dissolved) µg/1 (Dissolved) µg/1
(Dissolved) (Dissolved)
Arsenic 340 150 69 36
Beryllium 65 6.5 --- ---
Cadmium Calculation Calculation 40 8.8
Chromium III Calculation Calculation --- ---
Chromium VI 16 11 1100 50
Copper Calculation Calculation 4.8 3.1
Lead Calculation Calculation 210 8.1
Nickel Calculation Calculation 74 8.2
Silver Calculation 0.06 1.9 0.1
Zinc Calculation Calculation 90 81
Table 5 Notes:
1. FW=Freshwater, SW= Saltwater
2. ticulation=Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life standards
for Mercury and selenium are still expressed as Total Recoverable Metals due to bioaccumulative
concerns(as are all human health standards for all metals). It is still necessary to evaluate total
recoverable aquatic life and human health standards listed in 15A NCAC 2B.0200(e.g., arsenic at
10 µg/1 for human health protection; cyanide at 5 µg/L and fluoride at 1.8 mg/L for aquatic life
protection).
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Table 6. Dissolved Freshwater Standards for Hardness-Dependent Metals
The Water Effects Ratio(WER) is equal to one unless determined otherwise under 15A NCAC
02B .0211 Subparagraph(11)(d)
Metal NC Dissolved Standard, gg/1
Cadmium,Acute WER*{1.136672-[ln hardness](0.041838)} •e^{0.9151 [ln hardness]-3.14851
Cadmium,Acute Trout waters WER*{1.136672-[ln hardness](0.041838)} •e^{0.9151[in hardness]-3.6236}
Cadmium,Chronic WER*{1.101672-[ln hardness](0.041838)} •e^{0.7998[1n hardness]-4.4451}
Chromium III,Acute WER*0.316 •e^{0.8190[1n hardness]+3.7256}
Chromium III,Chronic WER*0.860 •e^{0.8190[ln hardness]+0.6848}
Copper,Acute WER*0.960 •e^{0.9422[ln hardness]-1.700}
Copper,Chronic WER*0.960 •e^{0.8545[In hardness]-1.702}
Lead,Acute WER*{1.46203-[ln hardness](0.145712)} •e^{1.273[ln hardness]-1.460}
Lead,Chronic WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-4.705}
Nickel,Acute WER*0.998 •e^{0.8460[ln hardness]+2.255}
Nickel,Chronic WER*0.997 •e^{0.8460[1n hardness]+0.0584}
Silver,Acute WER*0.85 •e^{1.72[ln hardness]-6.59}
Silver,Chronic Not applicable
Zinc,Acute WER*0.978 •e^{0.8473[ln hardness]+0.884}
Zinc,Chronic WER*0.986 •e^{0.8473[ln hardness]+0.884}
General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards. However,
application of the dissolved and hardness-dependent standards requires additional consideration in
order to establish the numeric standard for each metal of concern of each individual discharge.
The hardness-based standards require some knowledge of the effluent and instream (upstream)
hardness and so must be calculated case-by-case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR
122.45(c). The discharge-specific standards must be converted to the equivalent total values for
use in the RPA calculations. We will generally rely on default translator values developed for each
metal (more on that below),but it is also possible to consider case-specific translators developed in
accordance with established methodology.
RPA Permitting Guidance/WQBELs for Hardness-Dependent Metals -Freshwater
The RPA is designed to predict the maximum likely effluent concentrations for each metal of
concern,based on recent effluent data, and calculate the allowable effluent concentrations,based
on applicable standards and the critical low-flow values for the receiving stream.
If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the
discharge has reasonable potential to exceed the standard, which warrants a permit limit in most
cases. If monitoring for a particular pollutant indicates that the pollutant is not present(i.e.
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December 2021 --NPDES NC0042501
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consistently below detection level), then the Division may remove the monitoring requirement in
the reissued permit.
1. To perform a RPA on the Freshwater hardness-dependent metals the Permit Writer
compiles the following information:
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet automatically
calculates the 1Q10 using the formula 1Q10= 0.843 (s7Q10, cfs) 0.993
• Effluent hardness and upstream hardness, site-specific data is preferred
• Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness-dependent metal of concern
and for each individual discharge, the Permit Writer must first determine what effluent and
instream(upstream)hardness values to use in the equations.
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test results for
any hardness data and contacts the Permittee to see if any additional data is available for
instream hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial evaluation
using a default hardness of 25 mg/L (CaCO3 or(Ca+Mg)). Minimum and maximum
limits on the hardness value used for water quality calculations are 25 mg/L and 400 mg/L,
respectively.
If the use of a default hardness value results in a hardness-dependent metal showing
reasonable potential, the permit writer contacts the Permittee and requests 5 site-specific
effluent and upstream hardness samples over a period of one week. The RPA is rerun using
the new data.
The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic)
= (Permitted Flow, cfs *Avg. Effluent Hardness, mg/L)x (s7Q10, cfs *Avg. Upstream Hardness,
mg/L)
(Permitted Flow, cfs + s7Q10, cfs)
The Combined Hardness for acute is the same but the calculation uses the 1Q10 flow.
3. The permit writer converts the numeric standard for each metal of concern to a total
recoverable metal, using the EPA Default Partition Coefficients (DPCs) or site-specific
translators, if any have been developed using federally approved methodology.
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December 2021 --NPDES NC0042501
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EPA default partition coefficients or the"Fraction Dissolved"converts the value for
dissolved metal at laboratory conditions to total recoverable metal at in-stream ambient
conditions.This factor is calculated using the linear partition coefficients found in The
Metals Translator: Guidance for Calculating a Total Recoverable Permit Limit from a
Dissolved Criterion(EPA 823-B-96-007,June 1996)and the equation:
_Cdiss = 1
Ctotal 1 + f [Kpo] [SS(t+a)] [10-6] }
Where:
ss=in-stream suspended solids concentration[mg/1],minimum of 10 mg/L used,and
Kpo and a=constants that express the equilibrium relationship between dissolved and
adsorbed forms of metals.A list of constants used for each hardness-dependent metal can
also be found in the RPA program under a sheet labeled DPCs.
4. The numeric standard for each metal of concern is divided by the default partition
coefficient(or site-specific translator) to obtain a Total Recoverable Metal at ambient
conditions.
In some cases, where an EPA default partition coefficient translator does not exist(ie.
silver), the dissolved numeric standard for each metal of concern is divided by the EPA
conversion factor to obtain a Total Recoverable Metal at ambient conditions. This method
presumes that the metal is dissolved to the same extent as it was during EPA's criteria
development for metals. For more information on conversion factors see the June, 1996
EPA Translator Guidance Document.
5. The RPA spreadsheet uses a mass balance equation to determine the total allowable
concentration (permit limits) for each pollutant using the following equation:
Ca= (s7Q10+ Qw) (Cwqs)—(s7Q10) (Cb)
Qw
Where: Ca=allowable effluent concentration(µg/L or mg/L)
Cwqs =NC Water Quality Standard or federal criteria(µg/L or mg/L)
Cb=background concentration: assume zero for all toxicants except NH3* (µg/L or
mg/L)
Qw=permitted effluent flow(cfs, match s7Q10)
s7Q10= summer low flow used to protect aquatic life from chronic toxicity and human
health through the consumption of water, fish, and shellfish from noncarcinogens (cfs)
* Discussions are on-going with EPA on how best to address background
concentrations
Flows other than s7Q10 may be incorporated as applicable:
1 Q 10 =used in the equation to protect aquatic life from acute toxicity
QA=used in the equation to protect human health through the consumption of
water, fish, and shellfish from carcinogens
30Q2 =used in the equation to protect aesthetic quality
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6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of
concern. Data entered must have been taken within four and one-half years prior to the date
of the permit application (40 CFR 122.21). The RPA spreadsheet estimates the 95th
percentile upper concentration of each pollutant. The Predicted Max concentrations are
compared to the Total allowable concentrations to determine if a permit limit is necessary.
If the predicted max exceeds the acute or chronic Total allowable concentrations, the
discharge is considered to show reasonable potential to violate the water quality standard,
and a permit limit(Total allowable concentration) is included in the permit in accordance
with the U.S. EPA Technical Support Document for Water Quality-Based Toxics Control
published in 1991.
7. When appropriate,permit writers develop facility specific compliance schedules in
accordance with the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to
Alexis Strauss on 40 CFR 122.47 Compliance Schedule Requirements.
8. The Total Chromium NC WQS was removed and replaced with trivalent chromium and
hexavalent chromium Water Quality Standards. As a cost savings measure, total chromium
data results may be used as a conservative surrogate in cases where there are no analytical
results based on chromium III or VI. In these cases,the projected maximum concentration
(95th%) for total chromium will be compared against water quality standards for
chromium III and chromium VI.
9. Effluent hardness sampling and instream hardness sampling,upstream of the discharge, are
inserted into all permits with facilities monitoring for hardness-dependent metals to ensure
the accuracy of the permit limits and to build a more robust hardness dataset.
10. Hardness and flow values used in the Reasonable Potential Analysis for this permit
included:
Table 7-Parameter Value Comments (Data Source)
Average Effluent Hardness (mg/L) N/A No Metals Monitoring
[Total as, CaCO3 or(Ca+Mg)]
Average Upstream Hardness (mg/L) N/A No Metals Monitoring
[Total as, CaCO3 or(Ca+Mg)]
7Q10 summer(cfs) 0.0
1 Q 10 (cfs) 0.0
Permitted Flow(MGD) — Not limited
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December 2021 --NPDES NC0042501
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NPDES Permit NC0042501
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions 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,
Kinder Morgan Southeast Terminals (KMST), LLC
is hereby authorized to discharge wastewater from outfalls located at the
KMST - Greensboro 2 Terminal
6376 Burnt Poplar Road, Greensboro, NC 27409
Guilford County
to receiving waters designated as an unnamed tributary (UT) to East Fork Deep River within the Cape
Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III and IV hereof.
This permit shall become effective January 1, 2017.
This permit and authorization to discharge shall expire at midnight on August 31, 2021.
Signed this day, December 15, 2016.
S. Jay Zimmerman, P.G., Director
Division of Water Resources
By Authority of the Environmental Management
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NPDES Permit NC0042501
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Kinder Morgan Southeast Terminals (KMST), LLC
is hereby authorized to:
1. continue to operate an existing Surface-Water Pollution Control System for stormwater in proximity
to above-ground storage tanks (ASTs) for the surface bulk-storage of petroleum hydrocarbon fuels in
excess of one million gallons, and ethanol, utilizing;
• a stormwater treatment system for the tanker fueling area
o truck loading-rack drains
o a 5,000 gallon underground oil/water separator
o a 10,000 gallon underground storage tank with pump
o two (2) above ground storage tanks in series
o two (2) carbon filtration units and a totalizing flow meter
• a stormwater management system for the fuel storage tanks
o diked areas with no settling pond(secondary containment of ASTs and piping)
o control valve, manually operated/normally closed(a point source discharge)
located at the KMST Greensboro Terminal 2, at 6376 Burnt Poplar Road, Greensboro in Guilford
County, and
2. discharge from said treatment works (combined diked fuel storage and truck fueling areas) via
Outfall 001, a location specified on the attached map, into an unnamed tributary (UT)to East Fork
Deep River [stream segment 17-2-(0.3)], a waterbody currently classified WS-W:* waters within
Subbasin 03-06-08 [HUC: 030300030102] of the Cape Fear River Basin.
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NPDES Permit NC0042501
PART I'
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to
discharge treated stormwater from Outfall 001. Such discharges shall be limited, monitored and
reported' by the Permittee as specified below:
EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTSI
[PARAMETER CODES] Monthly Daily Measurement Sample Sample
Average Maximum Frequency Type Location
Flow 2(MGD) 50050 Episodic 2 Effluent
Total Suspended Solids(TSS)(mg/L) C0530 mg/L 45.0 mg/L Monthly Grab Effluent
Turbidity 3 (NTU) 00070 50 NTU 50 NTU Monthly Grab Effluent
Benzene 4(µg/L) 34030 1.19 µg/L 1.19 µg/L Monthly Grab Effluent
Oil&Grease 5(mg/L) 00556 Monthly Grab Effluent
EPA Method 1664 [SGT-HEM]
Total Recoverable Phenolics 4(µg/L) 32730 Monthly Grab Effluent
Toluene 4(µg/L) 34010 Monthly Grab Effluent
Ethyl Benzene 4 µg/L) 34371 Monthly Grab Effluent
Naphthalene 4,6(µg/L) 34696 Monthly Grab Effluent
Xylene 4(µg/L) 81551 Monthly Grab Effluent
MTBE 4(µg/L) 22417 Quarterly Grab Effluent
Acute WET Testing 7 TGE6C Annually? Grab Effluent
Footnotes:
1. Starting on December 21,2016,begin submitting Discharge Monitoring Reports electronically using NC
DWR's eDMR application system. See Condition A. (4.).
2. Each discharge event shall be monitored for Flow volume and duration—During periods of no flow,the
Permittee shall submit a signed,monthly Discharge Monitoring Report(DMR) indicating "No discharge."
Flow may be documented using any one of the following four(4)methods:
1) measure flow continuously via weir or flow meter(totalizer preferred);
2) estimate flow at 20-minute intervals during the entire discharge event;
3) report flow based on discharge pump logs; or
4) calculate flow based on total rainfall per unit area draining to the outfall using the
Rational Method[see formula, Section A. (2.)].
3. Turbidity—Effluent turbidity shall not cause receiving-stream turbidity to exceed 50 NTU. If background
turbidity naturally exceeds 50 NTU,the effluent shall not cause background turbidity to increase. Any
discharge exceeding this permit limit will require sufficient instream sampling(upstream and/or downstream)
to verify compliance(effluent vs.background). [NCAC 02B. 0211(21)]
4. All practical quantitation limits(PQL)must be sufficiently sensitive considering the respective water
quality standard for each parameter[see Part II. Section D. (4)].
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NPDES Permit NC0042501
5. Where possible,the grab sample for Oil& Grease should be skimmed from the water surface of a quiescent
(calm water)zone.
6. Provided that the Permittee can demonstrate to the Division that its facility does not now,nor has ever,
stored diesel fuel or other heavy fuels, it may petition to remove monitoring for naphthalene.
7. If Acute WET-test fails [TGE6C],the Permittee shall test each subsequent discharge event until testing
indicates"pass,"after which Quarterly monitoring shall resume in accord with Section A. (3.). If after a
subsequent five(5)consecutive Quarterly events,WET results demonstrate no toxicity(i.e.,"pass"),the
Permittee may petition the Division to relax monitoring, as data may warrant. WET-test samples shall be
collected concurrently with other POC samples, as appropriate to monitoring frequencies.
Conditions:
• The Permittee shall discharge no floating solids or foam.
• Direct discharge of tank solids,tank-bottom water,or the rag layer is not permitted.
• Hydrostatic Tank Testing: The Permittee shall discharge no tank solids,no tank bottom-water,no tank
rag-layer;no tank[or pipe] contents,unless Benzene concentration tests less than 1.19 µg/L and
Toluene concentration tests less than 11 µg/L.
A. (2.) FLOW MEASUREMENT RATIONAL [G.S. 143-215.1(b)]
The Rational Method-Determination of Peak Runoff:
[REF: FHWA Urban Drainage Design Manual, 3.2.2.Rational Method(3-1)]
Q=KuCIA,where:
Q = flow(peak flow rate in cfs or m3/sec)
Ku= unit conversation factor= 1.008 for U.S. standard units(usually
ignored because it is so close to 1), or 0.278 for metric units
C = dimensionless runoff coefficient for the watershed, loosely defined as the
ratio of runoff to rainfall
I = intensity of rainfall [taken from the intensity-duration-frequency curves
for the specified design return period at the time of concentration,tc(in/h
or mm/h).tc=time of concentration(time after beginning rainfall excess
when all portions of the drainage basin are contributing simultaneously to
outlet flow).
A = area of tributary watershed(acres or km2)
The rational equation is used to calculate the runoff from a region,given:
• the runoff coefficient(accounts for infiltration losses in the region),
• the rainfall intensity to the region,
• the time for runoff to travel from the region's upper reaches to its outlet, and
• the region's drainage area.
A. (3.) ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QUARTERLY)
[15A NCAC 02B .0200 et seq.]
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NPDES Permit NC0042501
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North
Carolina Procedure Document entitled"Pass/Fail Methodology For Determining Acute Toxicity In A
Single Effluent Concentration" (Revised December 2010 or subsequent versions). The monitoring shall
be performed as a Fathead Minnow(Pimephales promelas) 24 hour static test. The effluent
concentration at which there may be at no time significant acute mortality is 90% (defined as treatment
two in the procedure document). The tests will be performed during the months of January,April,
July and October. These months signify the first month of each three month toxicity testing quarter
assigned to the facility. Effluent sampling for this testing must be obtained during representative effluent
discharge and shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing,this
monthly test requirement will revert to quarterly in the months specified above.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code
TGE6C. Additionally, DWR Form AT-2 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
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 there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity(AT)test
form indicating the facility name,permit number, pipe number, county, and the month/year of the report
with the notation of"No Flow" in the comment area of the form. The report shall be submitted to the
Water Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then
monthly monitoring will begin immediately until such time that a single test is passed. Upon passing,
this monthly test requirement will revert to quarterly in the months specified above. Assessment of
toxicity compliance is based on the toxicity testing quarter, which is the three month time interval that
begins on the first day of the month in which toxicity testing is required by this permit and continues
until the final day of the third month.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Resources indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
Page 5 of 8

NPDES Permit NC0042501
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.
A. (4.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[G.S. 143-215.1(b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program
reports and specify that, if a state does not establish a system to receive such submittals, then permittees
must submit monitoring data and reports electronically to the Environmental Protection Agency (EPA).
The final NPDES Electronic Reporting Rule was adopted and became effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit(Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting Requirements [Supersedes Section D.(2.) and Section E. (5.) (a)1
Effective December 21, 2016, the permittee shall report discharge monitoring data electronically
using the NC DWR's Electronic Discharge Monitoring Report(eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross-Media Electronic Reporting Regulation
(CROMERR),permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR/Division of Water Resources/Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3) or
alternative forms approved by the Director. Duplicate signed copies shall be submitted to the mailing
address above. See "How to Request a Waiver from Electronic Reporting" section below.
Page 6 of 8

NPDES Permit NC0042501
Regardless of the submission method, the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following compliance
monitoring data and reports, when applicable:
• Sewer Overflow/Bypass Event Reports;
• Pretreatment Program Annual Reports; and
• Clean Water Act(CWA) Section 316(b)Annual Reports.
The permittee may seek an electronic reporting waiver from the Division(see "How to Request a
Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial recipient at the time
of each electronic submission. The permittee should use the EPA's website resources to identify the
initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the entity
(EPA or the state authorized by EPA to implement the NPDES program)that is the designated entity
for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for
each type of electronic submission and for each state. Instructions on how to access and use the
appropriate electronic reporting tool will be available as well. Information on EPA's NPDES
Electronic Reporting Rule is found at: http://www2.epa.gov/compliance/final-national-pollutant-
discharge-elimination-system-npdes-electronic-reporting-rule.
Electronic submissions must start by the dates listed in the "Reporting Requirements" section above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an
electronic reporting waiver, a permittee must first submit an electronic reporting waiver request to
the Division. Requests for temporary electronic reporting waivers must be submitted in writing to
the Division for written approval at least sixty(60) days prior to the date the facility would be
required under this permit to begin submitting monitoring data and reports. The duration of a
temporary waiver shall not exceed 5 years and shall thereupon expire. At such time, monitoring data
and reports shall be submitted electronically to the Division unless the permittee re-applies for and is
granted a new temporary electronic reporting waiver by the Division. Approved electronic reporting
waivers are not transferrable. Only permittees with an approved reporting waiver request may submit
monitoring data and reports on paper to the Division for the period that the approved reporting
waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are found on
the following web page:
Page 7 of 8

NPDES Permit NC0042501
http://deq.nc.gov/about/divisions/water-resources/edmr
4. Signatory Requirements [Supplements Section B.(11.) (b) and Supersedes Section B.(11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II,
Section B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North Carolina's
eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the
following web page:
http://deq.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief true, accurate, and complete. I
am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations."
5. Records Retention [Supplements Section D.(6.)1
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions. These
records or copies shall be maintained for a period of at least 3 years from the date of the report. This period
maybe extended by request of the Director at any time [40 CFR 122.41].
Page 8 of 8

Greensboro News Record
Advertising Affidavit Account Number
4019534
200 E. Market St Date
Greensboro, NC. 27401
[phone] October 29,2021
NCDEQ-DIVISION OF WATER RESOURCES
1617 MAIL SERVICE CENTER
RALEIGH,NC 27699-1617
PO Number Order Category Description
0000750077 Legal Notices Public Notice North Carolina Environmental Management Commission/NPDES Unit 1617 Mail
Publisher of the
Greensboro News Record
Before the undersigned,a Notary Public duly commissioned,qualified,and authorized by
law to administer oaths,personally appeared the Publisher's Representative who by being
duly sworn deposes and says:that he/she is authorized to make this affidavit and sworn
statement;that the notice or other legal advertisement,a copy of which is attached hereto,
was published in the Greensboro News Record on the following dates:
10/29/2021
and that the said newspaper in which such notice,paper document,or legal advertisement
was published,was at the time of each and every such publication,a newspaper meeting all
the requirements and qualifications of Section 1-597 of the General Statutes of North
Carolina.
Billing Representative
Sworn to and subscribed before me the 29th d ctober,2021.
(Notary Public)
Crystal • • Robinson
Notary Public
Commonwealth of Virginia
State of Virginia Reg.No.7932290
County of Hanover My Comm.Expires June 30,2025
My commission expires:
THIS IS NOT A BILL. PLEASE PAY FROM INVOICE. THANK YOU

Public Notice
North Carolina Environmental Man-
agement Commission/NPDES Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Notice of Intent to Issue a NPDES
Wastewater Permit NC0000795
Greensboro 1Terminal and
NC0042501 Greensboro 2 Terminal
The North Carolina Environmental
Management Commission proposes
to issue a NPDES wastewater dis-
charge permit to the person(s)listed
below. Written comments regarding
the proposed permit will be accept-
ed until 30 days after the publish
date of this notice.The Director of
the NC Division of Water Resources
(DWR)may hold a public hearing
should there be a significant degree
of public interest.Please mail com-
ments and/or information requests
to DWR at the above address.Inter-
ested persons may visit the DWR at
512 N.Salisbury Street,Raleigh,NC
27604 to review information on file.
Additional information on NPDES
permits and this notice may be
found on our website:http://deq.nc.
gov/about/d ivisions/water-
resou rces/water-resou rces-
perm its/wastewater-branch/npdes-
wastewater/public-notices,or by
calling(919)707-3601. Kinder Mor-
gan Southeast Terminals,LLC ap-
plied to renew NPDES permit for the
Greensboro 1 Terminal[NC0000795],
6907 W Market St,Guilford County,
surface-water pollution prevention
system discharging treated
stormwater/wastewater to East Fork
Deep River,Cape Fear River Basin.
Currently Total Suspended Solids
and Turbidity are water-quality lim-
ited.This discharge may affect fu-
ture wasteload allocations in this
portion of East Fork Deep River.
Kinder Morgan Southeast Terminals,
LLC applied to renew NPDES permit
for the Greensboro 2 Terminal
[NC0042501],6376 Burnt Poplar Rd,
Guilford County,surface-water pol-
lution prevention system discharging
treated stormwater/wastewater to
East Fork Deep River,Cape Fear Riv-
er Basin.Currently Total Suspended
Solids,Turbidity and Benzene are
water-quality limited.This discharge
may affect future wasteload alloca-
tions in this portion of East Fork
Deep River.

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD083634964 NC0042501 KMST - Guilford (Greensboro 2) OMB No. 2040-0004
Form U .S. Environmental Protection Agency
1 EPA Application for NPDES Permit to Discharge Wastewater
NPDES GENERAL INFORMATION
SECTION 1 . ACTIVITIES REQUIRING AN NPDES PERMIT (40 CFR 122.21 (f) and (f)(1 ))
1 . 1 Applicants Not Required to Submit Form 1
Is the facility a new or existing publicly owned Is the facility a new or existing treatment works
1 . 1 . 1 1
treatment works? 1 . .2 treatingdomestic sewage?
g
If yes, STOP. Do NOT complete [7 No If yes, STOP. Do NOT No
Form 1 . Complete Form 2A. complete Form 1 . Complete
Form 2S.
1 .2 Applicants Required to Submit Form 1
1 .2. 1 Is the facility a concentrated animal feeding 1 .2.2 Is the facility an existing manufacturing,
operation or a concentrated aquatic animal commercial, mining, or silvicultural facility that is
o- production facility? currently discharging process wastewater?
1 Yes 4 Complete Form 1 No Yes 4 Complete Form ✓- No
a and Form 2B. 1 and Form 2C.
c 1 .2.3 Is the facility a new manufacturing, commercial, 1 .2.4 Is the facility a new or existing manufacturing,
D) mining, or silvicultural facility that has not yet commercial, mining, or silvicultural facility that
commenced to discharge? discharges only nonprocess wastewater?
[ Yes r-) Complete Form 1 ✓ No ,7 Yes 4 Complete Form = No
U)
and Form 2D. 1 and Form 2E.
•�' 1 .2.5 Is the facility a new or existing facility whose
.' discharge is composed entirely of stormwater
associated with industrial activity or whose
discharge is composed of both stormwater and
non-stormwater?
Yes 4 Complete Form 1 Iv' No
and Form 2F
unless exempted by
40 CFR
122.26(b)( 14)(x) or
b 15 .
SECTION 2. NAME, MAILING ADDRESS, AND LOCATION (40 CFR 122.21 (f)(2))
2. 1 Facility Name
Kinder Morgan Southeast Terminals (KMST), LLC - Guilford Terminal (Greensboro Terminal 2)
2.2 EPA Identification Number
0
—1NCD083634964
CO 2.3 Facility Contact
Name (first and last) Title Phone number
13 Gordon Terhune (770) 457-2507
Email address
[e-mail]
5
aC
2.4 Facility Mailing Address
Street or P.O. box
4064 Winters Chapel Road
City or town State ZIP code
Doraville Georgia 30360
EPA Form 3510-1 (revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD083634964 NC0042501 I<MST - Guilford (Greensboro 2) OMB No. 2040-0004
u `3 2.5 Facility Location
.0 Street, route number, or other specific identifier
Q o 6376 Burnt Poplar Road
v
o County name County code (if known)
a Guilford
a) _Li
City or town State ZIP code
z co Greensboro North Carolina 27409
SECTION 3. SIC AND NAICS CODES (40 CFR 122.21 (f)(3))
3. 1 SIC Code(s) Description (optional)
4226 Special Warehousing and Storage, Not Elsewhere Classified
c�
0
z 3.2 NAICS Code(s) Description (optional)
-a
caa 493190 Other Warehousing and Storage
U
SECTION 4. OPERATOR INFORMATION (40 CFR 122.21 (f)(4))
4. 1 Name of Operator
Kinder Morgan Southeast Terminals (KMST), LLC
,0 4.2 Is the name you listed in Item 4.1 also the owner?
4-70
If Yes I No
4.3 Operator Status
03 • Public—federal Li Public—state — Other public (specify)
o I Private Other (specify)
4.4 Phone Number of Operator
(336) 855-4460
4.5 Operator Address
o Street or P.O. Box
E 0 6907 West Market Street
co
o
,z City or town State ZIP code
o Greensboro North Carolina 27409
ca U
Email address of operator
[e-mail]
SECTION 5. INDIAN LAND (40 CFR 122.21 (f)(5))
= 5. 1 Is the facility located on Indian Land?
co
c �' Yes I ✓ No
EPA Form 3510-1 (revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD083634964 NC0042501 KMST - Guilford (Greensboro 2) OMB No. 2040-0004
SECTION 6. EXISTING ENVIRONMENTAL PERMITS (40 CFR 122.21 (f)(6))
6. 1 Existing Environmental Permits (check all that apply and print or type the corresponding permit number for each)
� NPDES (discharges to surface II RCRA (hazardous wastes) UIC (underground injection of
water) fluids)
�. NC0042501
w a PSD (air emissions) Nonattainment program (CM) NESHAPs (CM)
101
Fl Ocean dumping (MPRSA) FtDredge or fill (CWA Section 404) Other (specify)
w
CAA 02851121
SECTION 7. MAP (40 CFR 122.21 (f)(7))
7. 1 Have you attached a topographic map containing all required information to this application? (See instructions for
0. specific requirements.)
co
v' Yes 1 No . CAFO—Not Applicable (See requirements in Form 2B.)
SECTION 8. NATURE OF BUSINESS (40 CFR 122.21 (f)(8))
8.1 Describe the nature of your business.
This is a bulk storage and distribution facility for hydrocarbon fuels (diesel, gasoline and kerosene) that includes
ethanol and butane blending operations. The terminal receives petroleum product via pipeline (gasoline, diesel and
kerosene) and truck (ethanol and butane) on an intermittent basis and at certain times of the year, blends butane
•� into the pipeline receipts. The terminal stores petroleum products for customers and operates a loading rack that
loads the petroleum products onto transport trucks for distribution. Kinder Morgan does not own the product
stored in the tanks.
0
1
co
SECTION 9. COOLING WATER INTAKE STRUCTURES (40 CFR 122.21 (f)(9))
9. 1 Does your facility use cooling water?
LYes ✓, No SKIP to Item 10. 1 .
tta Pa 9.2 Identify the source of cooling water. (Note that facilities that use a cooling water intake structure as described at
40 CFR 125, Subparts I and J may have additional application requirements at 40 CFR 122.21 (r). Consult with your
® � NPDES permitting authority to determine what specific information needs to be submitted and when.)
U
SECTION 10. VARIANCE REQUESTS (40 CFR 122.21 (f)(10)) - - - �10.1 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21 (m)? (Check all that
apply. Consult with your NPDES permitting authority to determine what information needs to be submitted and
when.)
c- Fundamentally different factors (CWA L Water quality related effluent limitations (CWA Section
Section 301 (n)) 302(b)(2))
Non-conventional pollutants (CWA - Thermal discharges (CWA Section 316(a))
Section 301 (c) and (g))
p Not applicable
EPA Form 3510-1 (revised 3-19) Page 3

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD083634964 NC004250 1 KMST - Guilford (Greensboro 2) OMB No. 2040-0004
SECTION 11 . CHECKLIST AND CERTIFICATION STATEMENT (40 CFR 122.22 a) and (d))
11 .1 In Column 1 below, mark the sections of Form 1 that you have completed and are submitting with your application .
For each section, specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note
that not all applicants are required to provide attachments.
Column 1 Column 2
V Section 1 : Activities Requiring an NPDES Permit w/ attachments
I J ! Section 2: Name, Mailing Address, and Location w/ attachments
v Section 3: SIC Codes LI w/ attachments
l_v____ Section 4: Operator Information ' w/ attachments
_v Section 5: Indian Land w/ attachments
•
v Section 6: Existing Environmental Permits Li w/ attachments
w/ topographic -
w k Section 7: Map w/ additional attachments
as map
in
o v Section 8: Nature of Business 4 w/ attachments
o
F. / ' Section 9: Cooling Water Intake Structures Il w/ attachments
0 v, Section 10: Variance Requests : w/ attachments
c
as
.. v , Section 11 : Checklist and Certification Statement I w/ attachments
w 11 .2 Certification Statement
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations.
Name (print or type first and last name) Official title
f. Operations Manager
PLAncoY\ 56(1Q-1011 \r
Sign .ti r Date signe
i‘p, ,e;,
Ag i 3/- I
ir
.., „ .
Click to go back to the beginning of Form
.
EPA Form 3510-1 (revised 3-19) Page 4

Morgan Permit\Greensboro 2.mxd plotted by mverbanic 02-27-2021
mote GIS\211299C Kinde
Drawing Path: C:\Users\mverbanic\Deskto
-1 •
DRAINAGE AREAS TO OUTFALL 001:
TRUCK LOADING RACK TOTAL DRAINAGE AREA: 0.46 ACRES
TRUCK LOADING RACK TOTAL IMPERVIOUS AREA: 0.46 ACRES
CONTAINMENT DIKE TOTAL DRAINAGE AREA: 11.48 ACRES
CONTAINMENT DIKE IMPERVIOUS AREA: 8.96 ACRES
TOTAL DRAINAGE AREA TO OUTFALL 001: 11.94 ACRES
TOTAL IMPERVIOUS AREA: 9.42 ACRES
SITE BOUNDARY
TANK DIKED CONTAINMENT AREAS
REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM THE ESRI ONLINE USGS NATIONAL TOPOGRAPHIC
BASEMAP. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS
DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,
UNLESS STATED OTHERWISE.
SITE MAP
KINDER MORGAN SOUTHEAST TERMINAL - GREENSBORO 2 TERMINAL
6376 BURNT POPLAR ROAD
Tank Containment Dike Area
Truck Loading Rack Area
Property Boundary
SCALE:
1 " = 2,000 '
DATE:
2-27-21
PROJECT NUMBER
211299C
FIGURE NO.
1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD083634964 NC0042501 KMST - Guilford (Greensboro 2) OMB No. 2040 0004
lift Environmental Protection Agency
FORM A Application for NPDES Permit to Discharge Wastewater
2E %0•EPA
NPDES MANUFACTURING, COMMERCIAL, MINING, AND SILVICULTURAL FACILITIES WHICH
DISCHARGE ONLY NONPROCESS WASTEWATER
,ter— ,
SECTION 1 . OUTFALL LOCATION (40 CFR 122.21 (h)(1 ))
1 . 1 Provide information on each of the facili 's outfalls in the table below.
o Outfall Receiving Water Name Latitude Longitude
Number
0 001 UT to East Fork Deep River 36° 41 37.14" N -79° 561 2.26" W
J
76
° , „ ° , „
0
p , „ ° , „
SECTION 2. DISCHARGE DATE (40 CFR 122.21 (h)(2))
Are you a new or existing discharger? (Check only one response.)
c New discharger Id Existing discharger 4 SKIP to Section 3.
.2 Specify your anticipated discharge date:
0
SECTION 3. WASTE TYPES (40 CFR 122.21 (h)(3))
3.1 What types of wastes are currently being discharged if you are an existing discharger or will be discharged if you are a
new discharger? (Check all that apply.)
Sanitary wastes 1 Other nonprocess wastewater (describe/explain
I Restaurant or cafeteria waste directly below)
—I Stormwater in Dikes and in truck loading racks
`. Non-contact cooling water
a.a)
Does the facility use cooling water additives?
m • Yes ✓ No 4 SKIP to Section 4.
3.3 List the cooling water additives used and describe their corn .osition .
Cooling Water Additives Composition of Additives
(list) (if available to you)
SECTION 4. EFFLUENT CHARACTERISTICS (40 CFR 122.21 (h)(4)) AMP
4.1 Have you completed monitoring for all parameters in the table below at each of your outfalls and attached the results to
this application package?
✓, Yes 1 I No; a waiver has been requested from my NPDES permitting authority
(attach waiver request and additional information) 4 SKIP to Section 5.
4.2 Provide data as requested in the table below. (See instructions for specifics.)
u) Number of Maximum Daily Average Daily Source
Analyses Discharge Discharge (use codes
ParameterorPollutant
'w (if actual data (specify units) (specify units) per
O reported) Mass Conc. Mass Conc. instructions)
co
cu Biochemical oxygen demand (BOD5) 1 < 2.0 mg/L
0 Total suspended solids (TSS) 56 11.9 mg/L 3.28mg/L
c
m Oil and grease 56 <6.25 mg/L 3.50mg/L
uu Ammonia (as N) 1 <0.10 mg/L
Discharge flow 59 1.019 MGD
pH (report as range) 1 8.13 S. U.
Temperature (winter) 1 2.3 C
Temperature (summer)
1 Sampling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant
parameters or required under 40 CFR chapter I, subchapter N or 0_ See instructions and 40 CFR 122.21 (e)(3).
EPA Form 3510-2E (revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/ 19
NCD083634964 NC0042501 KMST - Guilford (Greensboro 2) OMB No. 2040-0004
4.3 Is fecal coliform believed present, or is sanitary waste discharged (or will it be discharged)?
Yes No =) SKIP to Item 4.5.
4.4 Provide data as requested in the table below.1 (See instructions for specifics.)
Number of Maximum Daily Average Daily Source
Parameter or Pollutant Analyses Discharge Discharge (Use codes
(if actual data (specify units) (specif units) per
reported) Mass Conc. Mass Conc. Instructions.)
Fecal coliform
-0 E. coli
Enterococci
0 4.5 Is chlorine used (or will it be used)?
U
LI Yes 11_1 No SKIP to Item 4.7.
0
4.6 Provide data as requested in the table below.1 (See instructions for specifics.)
Number of Maximum Daily Average Daily Source
Parameter or Pollutant Analyses Discharge Discharge (use codes
v (if actual data (specify units) (specify units) per
= reported) Mass Conc. Mass Conc. instructions)
Total Residual Chlorine
i 4.7 Is non-contact cooling water discharged (or will it be discharged)?
Li Yes 111 No 4 SKIP to Section 5.
4.8 Provide data as requested in the table below.1 (See instructions for specifics.)
Number of Maximum Daily Average Daily Source
Parameter or Pollutant Analyses Discharge Discharge (use codes
(if actual data (specify units) (specify units) _ per
reported) Mass Conc. Mass Conc. instructions)
Chemical oxygen demand (COD)
Total organic carbon (TOC)
SECTION 5. FLOW (40 CFR 122.21 (h)(5)) -
5. 1 Except for stormwater water runoff, leaks, or spills, are any of the discharges you described in Sections 1 and 3 of this
application intermittent or seasonal?
Yes 4 Complete this section. [v No 4 SKIP to Section 6.
0 5.2 Briefly describe the frequency and duration of flow.
ii
SECTION 6. TREATMENT SYSTEM (40 CFR 122.21 (h)(6))
6.1 Briefly describe any treatment system(s) used (or to be used).
The materials have been stored within steel tanks in a diked area in a manner to prevent exposure to storm water.
Materials come in via pipeline (gas, diesel, kerosene) or truck (ethanol and butane). The materials are loaded into
cn
c tanker trucks for distribution within a covered loading rack area. The truck loading rack runoff is directed to an oil
water separator. The oil is sent to a product tank and the water is directed to a carbon filtration treatment system,
and then is discharged to Outfall 001. The storm water collected in the containment dike located around the bulk
IL" storage tanks is discharged through Outfall 001.
1 Sampling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant
parameters or required under 40 CFR chapter I, subchapter N or 0. See instructions and 40 CFR 122.21 (e)(3).
EPA Form 3510-2E (revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
NCD083634964 NC0042501 KMST - Guilford (Greensboro 2) OMB No. 2040-0004
SECTION 7. OTHER INFORMATION (40 CFR 122.21 (h)(7))
7. 1 Use the space below to expand upon any of the above items. Use this space to provide any information you believe the
reviewer should consider in establishing permit limitations. Attach additional sheets as needed.
4
Co
E
SECTION 8. CHECKLIST AND CERTIFICATION STATEMENT (40 CFR 122.22(a) and (d))
8.1 In Column 1 below, mark the sections of Form 2E that you have completed and are submitting with your application.
For each section, specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that
not all applicants are required to provide attachments.
Column 1 Column 2
I L'1 Section 1 : Outfall Location I I w/ attachments (e.g., responses for additional outfalls)
tr Section 2: Discharge Date w/ attachments
Li Section 3: Waste Types 1 w/ attachments
a)
Section 4: Effluent Characteristics w/ attachments
E
V Section 5: Flow wl attachments
(13
® V Section 6: Treatment System w/ attachments
OW
0 Section 7: Other Information w/ attachments
IS-0
Section 8: Checklist and Certification Statement 1. w/ attachments
8.2 Certification Statement
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment for knowing violations.
Name (print or type first and last name) Official title
S clOwc.
Operations Manager
Signature Date signed
g3/4 ( 3
Click to go back to the beginning of Form
EPA Form 3510-2E (revised 3-19) Page 3

2016 Generic RPA(non-hardness dependent) - 95% Probability/95% Confidence
Joe Corporon 150ct2021 MAXIMUM DATA POINTS = 58
REQUIRED DATA ENTRY
Table 1. Project Information Table 2. Parameters of Concern
❑CHECK IF HQW OR ORW Name Type Chronic Modifier Acute PQL Units
Facility Name Morgan Southeast Terminals LLC-Greensboro 1 Termii Par01
WWTP/WTP Class PC-1 Par02
NPDES Permit NC0042501 Par03
Outfall 001 Par04
Flow,Qw(MGD) 0.322 E Par05 Benzene C 1.19 WS 1 pg/L
Receiving Stream UT to East Fork Deep River Par06 Benzene C 51 HH 1 pg/L
Stream Class WS-IV:* Par07 Toluene NC 11 FW 1 pg/L
7Q10s(cfs) 0.00 4 Par08
7Q1Ow(cfs) 0.00 4 Par09
30Q2(cfs) 0.00 4 Par10 Ethylbenzene NC 97 FW 1 pg/L
QA(cfs) 0.00 4 Par11
1Q10s(cfs) 0.00 Par12 Xylenes, Mixture NC 670 FW 3 pg/L
Data Source(s) Par13
❑CHECK TO APPLY MODEL Par14 Napthalene NC 12 FW 5 pg/L
Par15
BIMS Jan2018-Jul2021 - -
Par16 MTBE(Methyl Tertiary-butyl Ether) NC 19 WS 1 pg/L
Par17 MTBE(Methyl Tertiary-butyl Ether) NC 1500 HH 1 pg/L
Par18 Phenolics,Total Recoverable NC 300 FW 40 pg/L
Follow directions for data entry. In some cases a Par19
comment menu list the available choices or a Par20
dropdown menu will provide a list you may select
from. Error message occur if data entry does not Par21
meet input criteria. Par22
42501 Kinder Morgan T-2-RPA Oct2021-9595 GENERIC non_hardness, input
10/15/2021