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Home My WebLink AboutNC0032875_Fact Sheet_20230330 DENR/DWQ/NPDES FACT SHEET - NPDES PERMIT RENEWAL NPDES Permit NCO032875 Joe R. Corporon,P.G. -NPDES Permitting 30Mar2O23 Facility Information Facility Name Kinder Morgan Southeast Terminals (KMST)/Selma Terminal 4 Facility Location 4086 Buffalo Road, Selma 27576 Applicant Kinder Morgan Southeast Terminals,LLC Applicant Address 4064 Winters Chapel Road,Doraville Georgia 30360 Facility Contact Gordon Terhune [gordon trhune@kindermorgan.com] 770-457-2507 Operations Manager Steve Polk[steve_polk@kindermorgan.com] Brian Pilkington [brian_pilkington@kindermorgan.com] Operator 4086 Buffalo Road, Selma 27576 Permitted Flow(MGD) Not limited Type of Waste Stormwater held in proximity to above-ground storage tanks(ASTs) containing fuel hydrocarbons exceeding one(1)million gallons. Facility Class PC/NC County Johnston Facility Status Renewal Regional Office RRO Stream Characteristics Receiving Stream UT to Mill Creek Stream Classification WS-IV;NSW Stream Segment [27-40] Drainage basin Neuse Summer 7Q10(cfs) 0.0 Subbasin 03-04-02 Winter 7Q10(cfs) 0.0 Use Support Yes 30Q2 (cfs) 0.0 303(d)Listed No Average Flow(cfs) 0.0 State Grid E25SE IWC(%) 100 USGS Topo Quad Selma,NC Facility Summary This facility confines stormwater and maintenance wastewater behind bermed areas [dikes]. These dikes are equipped with drainpipes controlled by hand-operated valves, normally closed. This controlled discharge constitutes a point source to the environment. Moreover, because this facility stores fuel hydrocarbons at the ground surface in bulk exceeding one (1)million gallons, it is specifically excluded from coverage under conventional stormwater regulations, therefore historically permitted as an individual NPDES permit, Class PC/NC. This facility was evaluated according to current Permitting Guidance for fuel Bulk Storage Facilities. Whole Effluent Toxicity_(WET)—Acute WET testing frequency was relaxed to Annually in 2013 based on"no fail"history—no changes recommended. This permit requires Acute, 24-hr definitive, LC-50 >100% [TAE6C] using Fathead Minnow (Pimephales promelas). Since renewal in 2013, the Permittee reported all TOX testing as "PASS" [Outfalls 001 and 002 => five (5)years pass; five (5) each sample events]. Fact Sheet Renewal 2023--NPDES Permit NCO032875 Page 1 FLOW SUMMARY: Outfall 001 (179 samples); Highest Monthly Average (Ju12022) =0.1752 MGD (used for RPA) Year Ave Minimum Maximum N 2019 0.0392 0.0004 0.1264 37 2020 0.0475 0.0002 0.1248 44 2021 0.0434 0.0004 0.1579 38 2022 0.0486 0.0006 0.1752 22 Outfall 002 (147 samples); Highest Monthly Average (Ju12022) =0.799 MGD (used for RPA) Year Ave Minimum Maximum N 2019 0.0205 0.0002 0.0641 37 2020 0.0254 0.0001 0.0633 44 2021 0.0330 0.0002 0.3810 38 2022 0.0217 0.0003 0.0889 25 2023 0.0052 0.0045 0.0066 3 Outfall 001 -Reasonable Potential Analysis (RPA) An RPA was conducted on the effluent from Outfall 001 database for BTEX, Oil & Grease, Turbidity, MTBE. Data analyses is summarized as: • BTEX parameters (55 Samples)were not detected above the method detection limit (MDL). • Oil & Grease was detected once (1) in 44 samples at 11.5 mg/L. • Total Suspended Solids (TSS)was detected in 43 samples (ave. = 1.36 mg/L; max. =4.3 mg/L). • Turbidijy was measured 13 times to a maximum of 3.64 ntu. • MTBE was not detected in 15 sample events. Because MTBE has been discontinued for years as a fuel additive, monitoring for MTBE is discontinued for renewal. • Total Recoverable Phenolics -were not detected in 43 sample events. Monitoring was reduced to Quarterly. Outfall 002 -Reasonable Potential Analysis (RPA) An RPA was conducted on the effluent from Outfall 002 database for BTEX, Oil & Grease, and Turbidity. Database evaluation is summarized: • BTEX parameters were not detected above the method detection limit (MDL). Because these parameters are fuel related, they remain parameters of concern (POCs). Therefore, monitoring will continue for renewal. • Oil & Grease was not detected in 43 sample events. Because this parameter is fuel related, it remains a parameter of concern (POC). However, monitoring is reduced from Monthly to Quarterly for renewal. • Total Suspended Solids (TSS)was detected twice (2) in 43 sample events at 3.5 and 4.5 mg/L. • Turbidity was measured 15 times to a maximum of 2.78 ntu. • MTBE was not detected (15 samples). Because MTBE has been discontinued for years as a fuel additive,monitoring for MTBE is discontinued for renewal. • Total Recoverable Phenolics detected once (1) in 43 samples (78.5 ug/L). Fact Sheet Renewal Apr2023--NPDES NC032875 Page 2 RENEWAL SUMMARY: • updated facility description and Vicinity Map • discontinued MTBE Monitoring (no longer a POC) • discontinued monitoring for Total Recoverable Phenolics (no longer a POC) • Oil & Grease monitoring reduced from Monthly to Quarterly (based on RPA) • for reporting convenience, added Special Condition A. (4.)] to provide reporting of individual analytes detected by the analytical suite, EPA Method 625.1[see A. (1.), footnote 5.]. No other changes to permit limits or monitoring. PROPOSED SCHEDULE FOR PERMIT ISSUANCE Draft Permit to Public Notice: April 5, 2023 [Tentative] Permit Scheduled to Issue: May 12, 2023 [Tentative] Effective date June 1, 2023 NPDES Division Contact If you have questions on any of the above information or on the attached permit,please email Joe R. Corporon,P.G. Doe.corporon@ncdenr.gov]. NAME: 4 DATE: 30MAR2023 NPDES Im lementatio of Instream Dissolved Metals Standards—Freshwater Standards The NC 20 -2015 Water Ouality 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 1.NC Dissolved Metals Water Quality Standards/Aquatic Life Protection Parameter Acute FW, µg/1 Chronic FW, µg/1 Acute SW, µg/1 Chronic SW, µg/1 (Dissolved) (Dissolved) (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 Fact Sheet Renewal Apr2023--NPDES NC032875 Page 3 Silver Calculation 0.06 1.9 0.1 Zinc Calculation Calculation 90 81 Table 1 Notes: 1. FW=Freshwater, SW= Saltwater 2. Calculation=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 213.0200 (e.g., arsenic at 10 µg/l for human health protection; cyanide at 5 µg/L and fluoride at 1.8 mg/L for aquatic life protection). Table 2.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, 1 Cadmium,Acute WER*{1.136672-[ln hardness](0.04183 8)) •e^{0.9151 [ln hardness]-3.1485) Cadmium,Acute Trout waters WER*{1.136672-[ln hardness](0.04183 8)) •e^{0.9151[ln hardness]-3.623 61 Cadmium,Chronic WER*{1.101672-[ln hardness](0.041838)} •e^{0.7998[ln hardness]-4.445 11 Chromium I1I,Acute WER*0.316 e^{0.8190[ln hardness]+3.7256} Chromium I1I,Chronic WER*0.860 e^{0.8190[ln hardness]+0.6848) Copper,Acute WER*0.960 e^{0.9422[ln hardness]-1.7001 Copper,Chronic WER*0.960 e^{0.8545[ln hardness]-1.7021 Lead,Acute WER*{1.46203-[ln hardness](0.145712)) •e All.273[In hardness]-1.4601 Lead,Chronic WER*{1.46203-[ln hardness](0.145712)) •e All.273[In hardness]-4.7051 Nickel,Acute WER*0.998 e^{0.8460[ln hardness]+2.255} Nickel,Chronic WER*0.997 e^{0.8460[ln 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. Fact Sheet Renewal Apr2023--NPDES NC032875 Page 4 RPA Permitting Guidance/WOBELs 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. 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 1 Q 10 using the formula 1 Q 10=0.843 (s7Q 10, 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)+(s7010,cfs*Avg.Upstream Hardness,mg/L) (Permitted Flow,cfs+s7Q 10,cfs) The Combined Hardness for acute is the same but the calculation uses the IQ 10 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. Fact Sheet Renewal Apr2023--NPDES NC032875 Page 5 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 + { [Kpo] [SS(i+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=(s7Q 10+Qw) (Cwgs)^(s7Q 10) (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 s7Q 10) s7Q 10=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 s7Q 10 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 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 Fact Sheet Renewal Apr2023--NPDES NC032875 Page 6 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: Parameter Value Comments(Data Source) Average Effluent Hardness(mg/L) Not Applicable. [Total as, CaCO3 or(Ca+Mg)] No metals monitoring Average Upstream Hardness(mg/L) Not Applicable. [Total as, CaCO3 or(Ca+Mg)] No metals monitoring 7Q10 summer(cfs) Zero-flow NPDES Files and BIMS stream conditions Zero-flow stream 1Q10 (cfs) conditions NPDES Files and BIMS Permitted Flow(MGD) Not Limited Fact Sheet Renewal Apr2023--NPDES NC032875 Page 7 ROY COOPER Governor A , ELIZABETH S.BISER =� �,• Secretary RICHARD E.ROGERS,jR. NORTH CAROLINA Director Environmental Quality November 01, 2022 Kinder Morgan Southeast Terminals, LLC. Attn: Steve Polk, Operations Manager 4388 Buffalo Road Selma, NC 27576 Subject: Permit Renewal Application No. NCO032875 Selma Terminal 4 Johnston County Dear Applicant: The Water Quality Permitting Section acknowledges the November 1, 2022, receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting branch. Per G.S. 150E-3-your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit.The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://deg.nc.gov/permits-reg ulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. Sincerely, Wren Thedford Administrative Assistant Water Quality Permitting Section cc: Michael W. Pfeifer- S&ME ec: WQPS Laserfiche File w/application North Carolina Department of Enviromnental Quality I Division of Water Resources D Raleigh Regional Office 13800 Barrett Drive I Raleigh,North Carolina 27609 a+f� 919.791A200 EPA Identifimflon Number NPDES Permit Number Facility Name Form Approved 03105119 NCO00081645 NCO032875 Kinder Morgan SE Terminals ONIB No.204M004 Form U.S.Environmental Protection Agency t V&EPA Application for NPDES Permit to Discharge Wastewater NPDES GENERAL INFORMATION SECTION 1.ACTIVITIES REQU IRING AN N•D t 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 treatment works? 1'1'2 treating domestic sewage? If yes,STOP. Do NOT complete No If yes,STOP.Do NOT No Farm 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, .E `. operation or a concentrated aquatic animal commercial,mining,or silvicuitural facility that is a production facility? currently discharging process wastewater? o [] Yes-+ Complete Form 1 No Yes 4 Complete Form ]✓ No and Form 2B. 1 and Form 2C. 1.2.3 is the facility a new manufacturing,commercial, 1.2.4 Is the facility a new or existing manufacturing, mining,or silvicuitural facility that has not yet commercial,mining,or silvicuitural facility that commenced to discharge? discharges only nonprocess wastewater? a Yes 4 Complete Form 1 0 No 0 Yes 4 Complete Form No _ and Form 2D. 1 and Form 2E. 1.2.5 Is the facility a new or existing facility whose w discharge is composed entirely of stormwater a associated with industrial activity or whose discharge is composed of both stormwater and non-stormwater? Yes 4 Complete Form 1 0 No and Form 2F unless exempted by 40 CFR 122.26(b)(14)(x)or SECTION 2.NAM E,MAILING ADDRESS, r LOCATION(40 2,1 Facility Name Kinder Morgan Southeast Terminals(KMST),Selma Terminal 0 2.2 EPA Identification Number NCDO0081645 :..:� 2.3 Facility Contact Name(first and last) Title Phone number Gordon Terhune (770)457-2507 C Email address gordon_terhune@kindermorgan.com 2.4 Facility Mailing Address ro Street or P.O.box 4064 Winters Chapel Road i City or town State ZIP code Doraville Georgia 303fi0 i EPA Form 3510-1(revised 3-19) Page 1 EPA Identification Number N PDES Permit Number Facility Name form Approved 03105/19 NCD00081645 NCO032875 Kinder Morgan Si_Terminals OMB No.2040-0004 V 2.5 Facility Location '0 � Street,route number,or other specific identifier < 0 4096 Buffalo Road :C o County name County code(if known) Johnston City or town State ZIP code 1° Selma North Carolina 27409 CODESSECTION 3.SIC AND NAICS 3.1 SlC Code{s) Description(optional) 4226 Special Warehousing and Storage,Not Elsewhere Classified o . t� .0 :. 3.2 NAICS Code(s) Description(optional) 493190 Other Warehousing and Storage i) SECTION 4. OPERATOR INFORMATION(40 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? m ❑� Yes ❑ No C 4.3 Operator Status 0 ❑ Public—federal ❑ Public—state ❑Other public(specify) p ❑✓ Private ❑Other(specify) 4.4 Phone Number of Operator (919)965-6043 4.5 0 eratorAddress ° Street or P.O.Box 4086 Buffalo Road o � City or town State ZIP code `o o Selma North Carolina 27576 p Email address of operator brian_pilkington@kindermorgan.com SECTION 5.INDIAN LAND -i 5.1 Is the facility located on Indian Land? -�' El Yes ❑ No i EPA Form 3510-1(revised 3-19) Page I EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05119 NCD00081645 NCO032875 Ki nde r Morgan SE Terminals OMB No.204N004 ENVIRONMENTALSECTION 6.EXISTING I 6,1 Existing Environmental Permits(check all that apply and print or type the corresponding permit number for each) d ❑✓ NPDES{discharges to surface ❑ RCRA(hazardous wastes) ❑ UIC(underground injection of o water) fluids) NCO049204 a ❑ PSD(air emissions) ❑ Nonattainment program(CAA) ❑ NESHAPs(CAA) r x ❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section 404) 21 Other(specify) LU Air Title V 04739T21 SECTIONi 7.1 Have you attached a topographic map containing all required information to this application?(See instructions for specific requirements.) ❑'' Yes ❑ No ❑ CAFO—Not Applicable(See requirements in Form 213.) SECTION 8.NATURE OF BUSINESS r 8.1 Describe the nature of your business. This is a bulk petroleum storage and distribution facility for gasoline,ethanol and diesel. The terminal receives petroleum and ethanol products via pipeline and ethanol and butane via truck on an intermittent basis and at certain N times of the year. The terminal stores petroleum products for customers and operates a loading rack that loads .N petroleum products onto transport trucks for distribution. Kinder Morgan does not own the product stored in the m tanks. 0 2 ` COOLING I 9.1 Does your facility use cooling water? L ❑ Yes ❑ No-*SKIP to Item 101. d 9.2 Identify the source of cooling water.(Note that facilities that use a cooling water intake structure as described at o, 2 40 CFR 125,Subparts I and J may have additional application requirements at 40 CFR 122.21(r).Consult with your o Y NPDES permitting authority to determine what specific information needs to be submitted and when.) o SECTION l VARIANCE REQUESTSI I 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 N apply.Consult with your NPDES permitting authority to determine what information needs to be submitted and when.) d ❑ Fundamentally different factors(CWA ❑ Water quality related effluent limitations(CWA Section Section 301(n)) 302(b)(2)) ro ❑ Non-conventional pollutants(CWA ❑ Thermal discharges(CWA Section 316(a)) Section 301(c)and(g)) ❑✓ Not applicable EPA Form 35104(revised 3-19) Page 3 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD00081645 NCO032875 Kinder Morgan SE Terminals OMB No.2040-0004 SECTION 11.CHECKLIST AND CERTIFICATION STATEMENT 1 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 ❑✓ Section 1:Activities Requiring an NPDES Permit ❑ w/attachments Section 2:Name,Mailing Address,and Location ❑ w/attachments ❑� Section 3:SIC Codes ❑ w/attachments ❑✓ Section 4:Operator Information ❑ w/attachments Section 5:Indian Land ❑ w/attachments Section 6:Existing Environmental Permits ❑ w/attachments d ❑ Section 7:Map w!topographic �o ❑ ma ❑ w/additional attachments Cn o ❑� Section 8:Nature of Business ❑ w/attachments ❑✓ Section 9:Cooling Water Intake Structures ❑ w/attachments ai ❑✓ Section 10:Variance Requests ❑ w/attachments a c N Section 11:Checklist and Certification Statement ❑ w/attachments d 11.2 Certification Statement U 1 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 Steve Polk Operations Manager Signature Date signed I i EPA Form 3510-1(revised 3-19) Page 4 - N 191 - N N O N N O UI UI L � P o .Ov a C' E 9 L V _ Outall 001 3 West Oak Street Latitude:35°33'06" Longitude 78°18'00" Outall 002 (flows northwest) Latitude:35°33'05" Longitude 780 17'57" (flows northwest) � Mills Creek " (flows west) UT to Mills Creek w Buffalo Road `0 a N US Highway 70 N 1 O � N C 521I113 L} m HUC:03020201 T`41" "11'' RECEIVING STREAM:UT TO MILLS CREEK Selma STREAM SEGMENT:27-40 ;< SUB-BASIN:03-04-02 m' S PEEDIN S- N DRAINAGE BASIN:NEUSE RIVER BASIN STREAM CLASS:WS-IV,NSW 41O F9Fo� N 1N J0N1 REFERENCE: v GIS BASE LAYERS WERE OBTAINED a FROM THE USGS NATIONAL MAP. THIS n SS � y- z MAP IS FOR INFORMATIONAL PURPOSES °' 1_OC� �} ONLY. ALL FEATURE LOCATIONS SPOT r DISPLAYED ARE APPROXIMATED.THEY Y a ARE NOT BASED ON CIVIL SURVEY e = INFORMATION,UNLESS STATED 0 2,000 4,00�- Selma_4_Property_13oundary OTHERWISE. m6mmmmd (FEET) 0 KINDER MORGAN SOUTHEAST TERMINALS, LLC. SCALE: FIGURE NO. 1 " = 2,000 ' _ ELMA TERMINAL 4 DATE: I I 4086 BUFFALO ROAD 9-26-22 1 SELMA, JOHNSTON COUNTY, NORTH CAROLINA PROJECT NUMBER 211299 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03105119 NCDO0091645 NCO032875 KMST-Selma 4 Terminal OMB No.2040-0004 U.S.Environmental Protection Agency FORM n Application for NPDES Permit to Discharge Wastewater NPDES �"�EPA MANUFACTURING,COMMERCIAL,MINING,AND SILVICULTURAL FACILITIES WHICH DISCHARGE ONLY NONPROCESS WASTEWATER SECTIONOUTFALL LOCATIONi 1.1 Provide information on each of the facilit's outfalls in the table below. oOu#tali Receiving Water Name. Latitude Longitude — Number 0 001 UT to Mills Creek 35' 33' 6.002" N -78` 17' 59.99" W 002 UT to Mills Creek 35' 33' 5.004" N -78" 17' 57.99" W SECTION DISCHARGE 1 I 2.1 Are you a new or existing discharger?(Check only one response.) ❑ New discharger ❑ Existing discharger 4 SKIP to Section 3, y 2.2 Specify your anticipated discharge date: ca SECTIONi 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 0 Other nonprocess wastewater(describe/explain ❑ directly below) Restaurant or cafeteria waste Stormwater in Dikes and in truck loading racks ❑ Non-contact cooling water CL 3.2 Does the facility use cooling water additives? ❑ Yes ❑ No 4 SKIP to Section 4. 3.3 List the cooling water additives used and describe their com osition. Cooling Water Additives Composition of Additives list if available to SECTIONr 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 ❑ 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 beiow.r Sea instructions for specifics. Number of Maximum Daily, Average Daily... Source N Parameter or Pollutant Analyses Discharge Discharge (use codes {it actual data sea units (sped units per reported) Mass Cone. Mass Conc. Instructions) m s Biochemical oxygen demand(BOD5) 1 2.7 mg/L Total suspended solids(TSS) 41 42 mg/L 9.62 mg Oil and grease 41 18.9 mg/L 3.19 mg w Ammonia(as N) i <0.10 mg/ . Discharge flow 59 0.3046 MGD pH(report as range) 1 6.34 S.U. Temperature(winter) 1 9.1 C Temperature(summer) 1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 138 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 i EPA IdenGlication Number NPDES Permit Number Facifity Name Form Approved 03M51tg NCD00081645 NCO032875 KMST-Selma 4 Terminal OMB No.2040-0004 4.3 Is fecal coliform believed present,or is sanitary waste discharged(or will it be discharged)? ❑ Yes ❑ No 4 SKIP to Item 4.5. 4.4 Provide data as requested in the table be ow.' See instructions forspecifies.) Number of `Maximum Daily Average Daily Source Parameter or Pollutant Analyses Discharge Discharge ;` (use codes (if actual data (sea units s act units per reported) Mass Conc. Mass Cone. Instructions.) Fecal cofiform E.cofi ' Enterococci ;.. 4.5 Is chlorine used(or will it be used)? ❑ Yes ❑✓ No 4 SKIP to Item 4.7. c 4.6 Provide data as requested in the table beiow.r See instructions forspecifies.) Number of Maximum Daily ... Average Daily Source ro Parameter or Pollutant Analyses Discharge :Discharge (use cases r (if actual data s aed units) sued units per reported) Mass Conc. Mass Conc. instructions) 2 Total Residual Chlorine u . 4.7 Is non-contact cooling water discharged(or will it be discharged)? ❑ Yes ❑ No 4 SKIP to Section 5. 4.8 Provide data as requested in the table below? See instructions forspecifics,) Number of Maximum Daily Average Daily Source Parameter or Pollutant :'..` Analyses Discharge Discharge (use codes -(f actual data (spedN(sped units s eci units per reported) Mass Conc. Mass Conc. instructions) Chemical oxygen demand(COD) Total organic carbon(TOC) SECTION • i 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. [I No 3 SKIP to Section 6. 3 5.2 Briefly describe the frequency and duration of flow. . .o SECTION t 6.1 Briefly describe any treatment system(s)used(or to be used). Materials come in via pipeline or truck(ethanol/butane)and are unloaded/loaded within a covered loading rack area. The storm water runoff in the truck loading rack area is diverted to an oil water separator. The oil is sent to a product tank and hauled off site for reprocessing at another facility. The water is directed to the onsite settling pond. The storm water collected in the tank containment dike is also drained to the onsite settling pond and then discharged through Outfall 001. There are no pesticides,herbicides,soil conditioners or fertilizers applied at this facility. s Sampling shall be conducted according to sufficiently sensitive test procedures(Le.,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 35110-2E(revised 3-19) Page 2 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD00081645 NCO032875 KMST-Selma 4 Terminal OMB No.204N004 SECTIONOTHER INFORMATIONI 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. 0 0 m c a r O SECTION1 CERTIFICATION STATEMENT(40 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 ❑� Section 1:Outfall Location ❑ wl attachments(e.g.,responses for additional outfalls) B Section 2:Discharge Date ❑ wl attachments ❑✓ Section 3:Waste Types ❑ w/attachments d ❑ Section 4:Effluent Characteristics ❑ w/attachments ❑✓ Section 5:Flow ❑ w/attachments in c ❑✓ Section 6:Treatment System ❑ w/attachments ❑✓ Section 7:Other Information ❑ wl attachments �' ❑✓ Section 8:Checklist and Certification Statement ❑ wl attachments n 8.2 Certification Statement 1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in CD 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 Steve Polk Operations Manager Signature In Date signed EPA Form 3510-2E(revised 3-19) Page 3 Kinder Morgan Selma Terminal 4 OF 01-NPDES Permit#NCO03297S Stormwater Analysis Summary for Period of November 2028-August 2022 - :-Monthly Total Accevera ble o lla"d iMalystsRe%OtsVAihUni DanyMax Dlsch 6 -Benzene Ethylbenzene T no yd.n es TwWdiy 4culeToNfelty .:-Aver2ge ow Phenolics rcas, Month/Year SampllrtgDate (MC-D) (MGD). (stg/L) (Wit) fiW4 (VdL) (99A) (NTU) (%Mornlfty) November-18 11/712018 0.05566 0.1744 Z.ZS t40 <526 <1 <1 <1 <3 NIS NIS NIS December-IS 12/912019 0.03526 0.0689 1J31 Z40 <5.26 <1 <1 100 kbruary-19 2/1512019 0.03352 0.0693 L31 <40 <6.25 <1 <1 <1 <3 NIS N/S NIS March-19 3/7/2019 0.0234 0.0304 L4S 140 <6.49 <1 1 <1 43 NIS N/S NIS Ap419 4/1012029 0.D84667 .,�,2 <40 .58 <1 <1 <1 <3 <1 3.64 NIS May-19 NIS NIS NIS NIS NIS NIS NIS NIS NIS NIS NIS NIS NIS june-19 6113/2019 0.D27433 0.0323 125 <40 <5.15 f <1 41 <1 <3 NIS NIS NIS July-19 7;15/2019 0.058133 0.2106 L25 c40 <5.26 <1 <1 <1 <3 <1 0.549 NIS Aujiust-19 811612019 0,044675 0.0551 1.25 c50 <SA9 c1 <1 <1 <3 NIS NIS NIS September-29 9/1012029 0.023667 0,037 L25 <a0 45.55 <1 <1 <1 <3 NIS NIS NIS October-19 10/1712019 0.0502 0.063 1.2S <40 11.5 <1 <1 <1 <3 -C I L" NIS November-19 11/4/2019 0.036 0.Oa72 1,21 i 440 <S.1 i <1 <1 <1 -<3 NIS NIS NIS -Dewmber-19 12/4/2019 0.033325 0.0779 1.2S .40 c S.49 100 Februtary-20 2/4/2020 0.0477$ 0.1004 1.25 <40 <5.56 <1 <I I <1 <3 NIS NIS NIS March-20 3/912020 0.029533 �0.0642 LZS <40 c 5.56 <1 <I <1 <3 NIS N/S NIS April-20 4115/2020 0.0247 0.0264 2.5 <40 <IS 1. <1 <1 c3 <1 133 NIS May-20 5/4/2020 0.070875 0.1248 1 L25 <40 c 5.44 <1 <1 <1 <3 NIS N/S NIS June-20 6/.1/2020 0.01854 0.0508 L25 c 40 <6.41 <1 <1 <1 <3 NIS NIS NIS July-20 7/1312020 0.039575 0.1079 2.25 <40 <6.a i <I <1 41 <3 <1 I= NIS August-20 814/2020 0.0339 0.085 1.27 I <40 <5.88 <I <1 <1 <3 NIS N/S NIS F77,September-20 9/2/2020 0.04426 0 1.25 1 <40 <5.44 I <L <1 <1 <3 I NIS NIS NIS October-20 101212020 0.066667 0.1102 1.25 I <40 <S-�% <I- <1 <1 <3 <I - iwl 5 NIS November-20 1I/5/2020 0.052633 6.6624 L2S <40 <5.56 1 100 February-21 2/4/2021 0.039 0.0791 l 1.51 <40 <5.75 <1 <1 <1 <3 NIS N/S NIS Morch-21 3/3/2021 0 0 3.3 <40 <S." <1 <1 <1 <3 NIS NIS NIS Aprii-21 411/2D21 0.0752 0.0752 1.25 <40 <5.88 <1 <1 <1 <3 <1 1.07 NIS May-21 5/13/2021 0.0938 0.0838 US <4p <5.56 <1 <1 <1 <3 NIS N/S NIS June-21 612/2022 0.044771 0.0976 1.25 <40 <5.26 c1 <I <1 <3 NIS NIS July-21 7/6/2021 0.03855 0.0992 L25 <40 -5.56 cl <I <1 <3 <1 1.03 August-21 8/3/2021 0.03264 0.0966 L25 <40 -5.26 <1 <I <1 i e 3 NIS NIS NIS Septemb r-21 NIS NIS NIS N/S N/S NIS NIS NIS NIS NIS NIS NIS O.t.be,21 10/13/2022 0.11S79 0.1S79 1.27 .40 <5.56 41 <I <1 <3 <1 0.817 N/S November-21 12/3/2021 0.0119 0.0118 1.25 <40 <S C1 100 February-22 2/7/2022 0.002 0.002_ 1.25 <40 <5.26 <j c <1 -C3 NIS NIS NIS March-22 3/21/2022 0.0393S 0.0425 1.25 <40 <S.S6 <1 ci <1 <3 NIS NIS NIS April-22 4/20/2022 0.005633 0.0157 1.2S <40 <5.26 <1 cl <1 <3 <1 3.2 NIS May -E 22 i 0.0403 0,D403 1.25 <40 4546 <1 <1 <I <3 N/S NIS NIS w Io-22 N/S NIS NIS NIS NIS NIS NIS NIS NLS NIS NIS NIS luly-7.2 7/11/2022 0.1752 0.1752 1 4.3 <40 <5.S6 <1 <1 <I <3 .: 2,79 N/S August-22 8/15/2022 0.07105 0.1232 1.25 <40 <5.38 <1 <I <1 <3 N/S N/S NIS Number of Analyses 43 43 43 43 43 43 43 43 43 is 13 4 Lone-'rerrn Average Pally Discharge] 0.047790814 0.075593721 1.36 0 0.27 0 0 0 0 1_0 1.92 0 Maximum Discharge 0.1752 0.1752 4.3 0 ILS 0 0 -0 0 0 3,64 0 that otcumd-wh, 3 Th- total MC m?JJJWo Gp_ mp/Lmlll>Lrams art -N. ......................................................................... Kinder Morgan Selma Terminal 4 OF 02-NPDES Permit#N00032875 Stormwater Analysis Summary for Period of November 2DI8-August 2022 ................... ............ Towliocovorable Oil and SlwirAM.*Tss Phenolics Grease . $kAsW Ux.k 00130) (MdL)Iftnth/Year samoft Date JNTU) November-IS 11/7/2019 0.02826 0.0885 c 2.S c40 <S.21 <1 <1 <1 <3 NIS NIS NIS December-IS 12/1212028 0.022375 0,0495 <2.95 <40 <5.69 <1 41 <% <3 NIS NIS NIS January-19 212/2019 0.163S 0.0278 <2.8S c40 <6.49 <1 <1 <1 c3 10D February-19 2/IS/2019 0.01702 0.0351 <2.78 c40 <5.81 <I <1 <1 <3 NIS NIS NIS March-19 3/7/2019 0.0222 0.0239 <2.75 <40 <548 <I <I <1 <3 NIS NIS NIS April-19 4/10/2019 0.042933 0.0641 <2.5 <40 <S.'26 c I <1 <1 <3 <I L01 NIS May-19 NIS NIS NIS NIS N/S NIS NIS NIS HIS NIS NIS NIS NIS junc-19 6/13/2019 0.013933 0.0164 f25 40 45.75 <I <I <I <3 NIS NIS NIS july-19 1 7/1512019 0.0295 010561 c 2�; �40 <5.56 <I <1 <I <3 <I 0.868 NIS August-19 8/16/2019 0.0227 0.0279 c 2.S <40 <S.56 41 4 <I <3 NIS NIS NIS September-19 9/10/2019 0.006867 0.0186 <2.5 <40 5-6 41 NIS NIS NIS October-19 I0/17/2019 0.02545 0.0319 <2.5 c40 <1 <1 e3 41 1'04 NIS November-19 11/4/2019 0.0183 C..C74 3.S c40 <5.32 <I I <3 NIS NIS N/S December-29 12/4/2019 c40 <5.1 41 -c I NIS NIS NIS 17 0.026925 S <2.S -C.C415 <2.S <40 <5.26 <1 <I <3 711 100 January-20 1/6/2020 0.03425 February-20 2/412020 0.02426 DX5C9 I <2.65 <40 16.25 i el <1 41 <i NIS N/S NIS March-20 3/9/2020 0.014967 1.1112 <i <I <1 <3 NIS <40 11.12 NIS t -20 3 17 Aprl[ 4/IS12MO 0.0441 12 �6��' <I <I NIS May-20 514/2020 0.035925 0.0633 'c 2.S c40 6 <1 <1 <1 <3 3 NIS NIS i NIS June-20 6/1/2020 0,D0942 2.S 78.5 5.56 <1 <1 <1 43 NM NIS NIS July-20 7/8/2020 0001902S 2.5 I <40 <546 <I <1 <3 c 3 < 1.36 NIS August-20 E/4/2020 0.0389 11185 4 2.SS <40 <SM <1 <1 41 < NIS NIS NIS September-20 9/1=20 0,0224 <2.S <40 <S." <1 <1 <3 <3 NIS NIS NIS October-20 1012/2020 OM3933 9 <2.5 <40 -5.56 1 C 1 x-3 <I L13 NIS No-.-bor-20 -II/S/2020 O.D2"67 HMN <2's <40 i <5.49 <1 <1 <1 <3 NIS NIS NIS December-20 12/112020 0,045833 0.0573 -2.5 <40 -C 5,49 ci <1 c1 43 N/5 NIS NIS Januarv-21 11612021 0.020625 0.0343 <2.S8 <42 I 3 11 1.71 >100 February-21 2/4/2021 0.0198 0.0401 <2.59 <,. MI �C 1 1 <1 41 -�<3 NIS NIS N/S March-21 3/3/2021 0.0052 0.0074 <2.S8 <40 <SS6 <1 c1 <1 <3 NIS NIS NIS April-21 4111= 0.381 0.301 <2.5 <40 <S.S7 <I <1 <1 <3 41 1.3S NIS May-21 5/23/2021 0.0425 0.0425 <2.S <40 <S.26 .1 <I <1 43 NIS NIS NIS Junc-21 61212021 0.0227 0.0495 <2.5 <40 <5.26 <I <I <I <3 NIS NIS NIS July-21 7/612021 0.0286 0.06D4 <2.5 <40 <5.56 cl <I <1 <3 <1 1.27 NIS August-21 8/312021 0.01658 0.0439 <IS <40 c 5 <1 <I <I <3 NIS NIS NIS September-21 NIS N/S NIS NIS NIS NIS NIS NIS NIS NIS N/S NIS NIS October21 10/13/2021 0.0799 0.0799 <2.5 <40 -c 5.56 <I <I <I <3 41 --1.0-1 NIS November-21 I3/3/2021 0.006 0.006 <2.5 c40 <5 e1 1DO February-22 2/7/2022 0.001 -0.001 <2.S <40 <5.26 <1 <1 <1 1 <3 NIS NIS NIS March-22 3/21/2022 0.01 0.0216 <2.5 <40 <S.S6 <1 <i <1 <3 NIS NIS April-22 4/8/2022 0.002867 0.OD8 <2.5 c40 <5.49 <1 e1 42 <3 <1 2.78 NIS May-22 S/11/2022 0.020S 0.0205 c2S <40 <5.38 cl <I <I �3 NIS NIS NIS June-22 NIS NIS N/s N/,� N/S NIS NIS NIS NIS S NIS NIS NIS July-22 7/11/2022 0-0553S 0.0889 4-9 <40 d 5.56 <1 <3 < <3 <1 1.71 N/S August-22 8/15/2022 0.0360S 0.0615 2,5 <40 <S.S6 <1 <1 <i 's NIS NIS 1415 Nurn rol'Analyses 43 43 43 43 43 43 43 43 43 is is 4 LoftgJerm Average Daily Discharge' 0X366883215 0.=955824 0.19 1.113 0 0 0 0 0 0 1.57 0 Maximum Discharge 0.381 0.381 4.5 7S.S 0 0 0 0 0 0 2.78 D Tl e=-g T--%e DVyD1,-%m Vt d the-11,MA 11,Nou moot that vmttlebar4Nenlenllrrini. d. =17d-zl"w"'z, ...........