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HomeMy WebLinkAboutNC0045144_Fact Sheet_20211104FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Ex edited Permit Renewals Permit Writer / Date Siying Chen 10/18/2021 Permit Number NC0045144 Facility Name /Facility Class Western Alamance High School WWTP / WW-1 Basin Name / Sub -basin number Cape Fear / 03-06-02 Receiving Stream / HUC Haw River / 030300020404 Stream Classification / Stream Segment WS;V; NSW / 16-(10.5) Does permit need Daily Maximum NH3 limits? N/A Does permit need TRC limits/language? Already present Does permit have toxicity testing? IWC (%) if so N/A Does permit have Special Conditions? Yes — nutrient reopener Does permit have instream monitoring? No Is the stream impaired (on 303(d) list)? No Any obvious compliance concerns? No Any permit mods since last permit? No New expiration date 4/30/2026 Comments on Draft Permit? No Section 1. Facility Overview: The Western Alamance High School operates a WWTP with a permitted flow of 0.0115 MGD. The facility generates intermittent discharge 5 days a week. Treatment components consists of: • Septic tank • Dosing tank • Surface sand filter • UV disinfection Section 2. Compliance History (January 2016 — June 2021): • 3 NODs for fecal coliform daily max exceedances • 1 NOV for total nitrogen frequency violation • 1 NOV for total phosphorus frequency violation Page 1 of 7 Section 3. Chan2es from previous permit to draft: • Updated eDMR footnote in A(1) and language in A(3) • Updated outfall map • Added facility grade in A(1) • Corrected receiving stream on the Permit Cover Sheet • Updated TRC footnote in A(1) Section 4. Comments received on draft permit: • No comments received on draft permit. Section 5. Chan2es from draft to final: • No changes to final permit. • Reassigned from Brianna Young to Siying Chen after Public Notice. Page 2 of 7 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 1. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection Parameter Acute FW, µg/1 (Dissolved) Chronic FW, µg/1 (Dissolved) Acute SW, µg/1 (Dissolved) Chronic SW, µg/1 (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 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 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). 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, µg/1 Cadmium, Acute WER*{1.136672-[ln hardness](0.041838)} • e^{0.9151 [In hardness]-3.1485} Cadmium, Acute Trout waters WER*{1.136672-[In hardness](0.041838)} • e^{0.9151[ln hardness]-3.6236} Cadmium, Chronic WER*{1.101672-[ln hardness](0.041838)} • e^{0.7998[ln hardness]-4.4451} Chromium III, Acute WER*0.316 • e^{0.8190[ln hardness]+3.7256} Chromium III, Chronic WER*0.860 • e^{0.8190[ln hardness]+0.6848} Page 3 of 7 Copper, Acute WER*0.960 • e^{0.9422[ln hardness]-1.700} Copper, Chronic WER*0.960 • e^{0.8545[ln 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[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. 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. 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: Page 4 of 7 • 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. Page 5 of 7 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 = Ctotal 1 1 + { [Kpo] [SSUU+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 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 Page 6 of 7 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 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) [Total as, CaCO3 or (Ca+Mg)] N/A N/A Average Upstream Hardness (mg/L) [Total as, CaCO3 or (Ca+Mg)] N/A N/A 7Q10 summer (cfs) BIMS 1 Q 10 (cfs) N/A N/A Permitted Flow (MGD) 0.0115 Permit Page 7 of 7 ROY COOPER Governor JOHN NI CHO LS ON Interim Secretary S. DANIEL SMITH Director MEMORANDUM To: NORTH CAROLINA Environmental Quality June 22, 2021 Eric Hudson NC DEQ / DWR / Public Water Supply Winston-Salem Regional Office From: Brianna Young Compliance and Expedited Permitting Unit Subject: Review of Draft NPDES Permit NC0045144 Western Alamance High School WWTP Alamance County Please indicate below your agency's position or viewpoint on the draft permit and return this form by July 22, 2021. If you have any questions on the draft permit, please contact me at 919-707-3619 or via e-mail [brianna.youngncdenr.gov]. §§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§§ RESPON : (Check one) Concur with the issuance of this permit provided the facility is operated and maintained properly, the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated water quality standards. Concurs with issuance of the above permit, provided the following conditions are met: Opposes the issuance of the above permit, based on reasons stated below, or attached: NORTH CAROLIND.E A Department of Environmental Ouality North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 LOCALI StarNews I The Dispatch I Times -News Sun Journal I The Daily News I The Star The Free Press I Gaston Gazette PROOF OF PUBLICATION Ncdenr-Div. Of Water Resources Ncdenr-Div. Of Water Resources 1617 MAIL SERVICE CENTER RALEIGH NC 27699 STATE OF NORTH CAROLINA, COUNTY OF ALAMANCE The Burlington Times -News, a newspaper printed and published in the city of Burlington, and of general circulation in the County of Alamance, State of North Carolina, and personal knowledge of the facts herein state and that the notice hereto annexed was Published in said newspapers in the issue dated: 06/25/2021 and that the fees charged are legal. Sworn to and subscribed before on 06/25/2021 Legal Clerk Notary, Sx &C f WI, County Br9wn My commision expires Publication Cost: $215.64 Order No: 5989252 Customer No: 489035 PO #: THIS IS NOT AN INVOICE! Please do not use this form for payment remittance. 1) 2_) 2-5 # of Copies: 1 SARAH BERTELSEN Notary Public State of Wisconsin i PO Box 631245 Cincinnati, OH 45263-1245 Page 1 of 2 Page 1 of 1 Public Notice North Carolina Environmen- tal Management Commis- sion/NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Notice of Intent to Issue a NPDES Wastewater Permit NC0045128 Sylvan Elemen- tary School WWTP, NC0045144 Western Alamance High School WWTP, and NC0045152 B.E. Jordan Elementary School WWTP The North Carolina Environmental Management Commission proposes to issue a NPDES wastewater discharge permit to the person(s) listed below. Writ- ten comments regarding the proposed permit will be accepted 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 comments and/or informa- tion requests to DWR at the above address. Interested persons may visit the DWR at 512 N. Salisbury Street, Raleigh, NC 27604 to review information on file. Addi- tional information on NPDES permits and this notice may be found on our website: http://deq.nc.gov/about/divisi ons/water-resources/water- resources-perm its/waste- water-branch/npdes-waste- water/public-notices,or by calling (919) 707-3601. The Alamance-Burlington School System [1732 Vaughn Road, Burlington, NC 27217] has requested renewal of permit NC0045128 for its Sylvan Elementary School WWTP in Alamance County. This permitted facility discharges treated domestic wastewater to Cane Creek in the Cape Fear River Basin. Currently total residual chlorine and fecal coliform parameters are water quality limited. This discharge may affect future allocations in this segment of Cane Creek. The Alamance-Burlington School System (1732 Vaughn Road, Burlington, NC 27217) has requested renewal of permit NC0045144 for its Western Alamance High School WWTP in Alamance County. This permitted facility discharges treated domestic wastewater to the Haw River in the Cape Fear River Basin. Currently total resid- ual chlorine and fecal coliform parameters are water quality limited. This discharge may affect future allocations in this segment of the Haw River. The Alamance-Burlington School System (1732 Vaughn Road, Burlington, NC 27217) has requested renewal of permit NC0045152 for its B.E. Jordan Elementary School WWTP in Alamance County. This permitted facility discharges treated domestic wastewater to the Haw River in the Cape Fear River Basin. Currently total resid- ual chlorine and fecal coliform parameters are water quality limited. This discharge may affect future allocations in this segment of the Haw River. NH3/TRC WLA Calculations Facility: Western Alamance High School WWTP PermitNo. NC0045144 Prepared By: Brianna Young Enter Design Flow (MGD): Enter s7Q10 (cfs): Enter w7Q10 (cfs): 0.0115 25 62 Total Residual Chlorine (TRC) Daily Maximum Limit (ug/I) s7Q10 (CFS) DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (UG/L) Upstream Bkgd (ug/I) IWC (%) Allowable Conc. (ug/I) Fecal Coliform Monthly Average Limit: (If DF >331; Monitor) (If DF<331; Limit) Dilution Factor (DF) 25 0.0115 0.017825 17.0 0 0.07 23860 Ammonia (Summer) Monthly Average Limit (mg NH3-N/I) s7Q10 (CFS) DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (MG/L) Upstream Bkgd (mg/I) IWC (%) Allowable Conc. (mg/I) Ammonia (Winter) Monthly Average Limit (mg NH3-N/I) w7Q10 (CFS) qot Required DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (MG/L) 1403.52 Upstream Bkgd (mg/I) IWC (%) Allowable Conc. (mg/I) Total Residual Chlorine 1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity Ammonia (as NH3-N1 1. If Allowable Conc > 35 mg/I, Monitor Only 2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals) 3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis) If the allowable ammonia concentration is > 35 mg/L, no limit shall be imposed 25 0.0115 0.01783 1.0 0.22 0.07 1095.0 62 0.0115 0.01783 1.8 0.22 0.03 5497.5 Fecal Coliform 1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni) MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/11/21 Page 1 01 2 Permit: nc0045144 MRs Betweei 1 - 2016 and 6 - 2021 Region: % Violation Category:% Program Category: % Facility Name: % Param Nam(% County: % Subbasin:% Violation Action: % Major Minor: PERMIT: NC0045144 FACILITY: Alamance-Burlington School System - Western Alamance High School COUNTY: Alamance REGION: Winston-Salem Limit Violation MONITORING UNIT OF OUTFALL LOCATION PARAMETER VIOLATION FREQUENCY REPORT DATE MEASURE LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 02-2016 001 Effluent Coliform, Fecal MF, MFC 02/10/16 2 X month #/100m1 400 2,420 505 Daily Maximum Proceed to NOD Broth, 44.5 C Exceeded 06-2016 001 Effluent Coliform, Fecal MF, MFC 06/07/16 2 X month #/100m1 400 2,420 505 Daily Maximum Proceed to NOD Broth, 44.5 C Exceeded 10-2017 001 Effluent Coliform, Fecal MF, MFC 10/24/17 2 X month #/100m1 400 649 62.3 Daily Maximum Proceed to NOD Broth, 44.5 C Exceeded Monitoring Violation MONITORING VIOLATION UNIT OF CALCULATED % REPORT OUTFALL LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE Over VIOLATION TYPE VIOLATION ACTION 06 - 2016 001 Effluent BOD, 5-Day (20 Deg. C) - 06/30/16 2 X month mg/I Frequency Violation No Action, BPJ Concentration 07 -2016 001 Effluent BOD, 5-Day (20 Deg. C) - 07/31/16 2 X month mg/I Frequency Violation No Action, BPJ Concentration 08 -2016 001 Effluent BOD, 5-Day (20 Deg. C) - 08/31/16 2 X month mg/I Frequency Violation No Action, BPJ Concentration 07-2016 001 Effluent Coliform, Fecal MF, MFC 07/31/16 2 X month #/100m1 Frequency Violation No Action, BPJ Broth, 44.5 C 08-2016 001 Effluent Coliform, Fecal MF, MFC 08/31/16 2 X month #/100m1 Frequency Violation No Action, BPJ Broth, 44.5 C 07-2016 001 Effluent Nitrogen, Ammonia Total (as 07/31/16 Monthly mg/I Frequency Violation No Action, BPJ N) - Concentration 08-2016 001 Effluent Nitrogen, Ammonia Total (as 08/31/16 Monthly mg/1 Frequency Violation No Action, BPJ N) - Concentration 12-2018 001 Effluent Nitrogen, Total - 12/31/18 Quarterly mg/I Frequency Violation Proceed to NOV Concentration 06 -2016 001 Effluent pH 06/30/16 2 X month su Frequency Violation No Action, BPJ 07-2016 001 Effluent pH 07/31/16 2 X month su Frequency Violation No Action, BPJ 08-2016 001 Effluent pH 08/31/16 2 X month su Frequency Violation No Action, BPJ MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/11/21 Page 2 of 2 Permit: nc0045144 MRs Betweei 1 - 2016 and 6 - 2021 Region: % Violation Category:% Program Category: % Facility Name: % Param Nam(% County: % Subbasin:% Violation Action: % Major Minor: % PERMIT: NC0045144 FACILITY: Alamance-Burlington School System - Western Alamance High School COUNTY: Alamance REGION: Winston-Salem Monitoring Violation MONITORING UNIT OF OUTFALL LOCATION PARAMETER VIOLATION FREQUENCY REPORT DATE MEASURE LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 12-2018 001 Effluent Phosphorus, Total (as P) - 12/31/18 Quarterly mg/I Frequency Violation Proceed to NOV Concentration 06 -2016 001 Effluent Solids, Total Suspended - 06/30/16 2 X month mg/I Frequency Violation No Action, BPJ Concentration 07-2016 001 Effluent Solids, Total Suspended - 07/31/16 2 X month mg/I Frequency Violation No Action, BPJ Concentration 08-2016 001 Effluent Solids, Total Suspended - 08/31/16 2 X month mg/I Frequency Violation No Action, BPJ Concentration 06-2016 001 Effluent Temperature, Water Deg. 06/25/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 07-2016 001 Effluent Temperature, Water Deg. 07/09/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 07-2016 001 Effluent Temperature, Water Deg. 07/16/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 07-2016 001 Effluent Temperature, Water Deg. 07/23/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 07-2016 001 Effluent Temperature, Water Deg. 07/30/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 08-2016 001 Effluent Temperature, Water Deg. 08/06/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 08-2016 001 Effluent Temperature, Water Deg. 08/13/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 08-2016 001 Effluent Temperature, Water Deg. 08/20/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 08-2016 001 Effluent Temperature, Water Deg. 08/27/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade 12-2016 001 Effluent Temperature, Water Deg. 12/31/16 Weekly deg c Frequency Violation No Action, BPJ Centigrade From: To: Subject: Date: Jay fuller Chen, Sivinq; Matthew (Pace Analytical) Smith [External] Draft NPDES Permits NC0045128, NC0045144 and NC0045152 Wednesday, November 3, 2021 1:24:11 PM CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Miss Siying, Received your email and your letter about our systems. I have cc..Matt 5mith(Pace Labs) on this email, to keep him in the loop. If there is anything that I or Matt can do just let us know. Thanks for your time. Jay Fuller Director of Facilities and Maintenance Alamance-Burlington School System 307 Prison Camp Road, Graham, NC 27253 Office (336)570-6482 Fax (336) 570-6485 Cell (336)516-3322 jay_fuller@abss.k12.nc.us From: Chen, Siyinq To: jay fuller(aabss.k12.nc.us Subject: NPDES Permit Renewal - Electronic Distribution of NC0045128, NC0045144, NC0045152 Date: Wednesday, November 3, 2021 10:49:00 AM Hi Mr. Fuller, My name is Siying and I'm the new permit writer who has been reassigned to your NPDES permit renewals for Sylvan Elementary School WWTP (NCOO45128), Western Alamance High School WWTP (NCOO45144), and B.E. Jordan Elementary School WWTP (NCOO45152). In order to provide more convenience, control, and security to our permittees and assist them in processing their transactions, The Division of Water Resources is currently transitioning towards electronic correspondence. This will hopefully provide more efficient service to our permittees and other partners and will allow us to more effectively process and track documents. We are writing to ask you for your approval of the transmittal of documents related to your permitting and related activities with the Division in an electronic format. Documents will be emailed to the appropriate contact person(s) in your organization in a PDF format. Please respond to me through email with verification that transmittal of your documents in an electronic manner is acceptable to you. If you have any questions, please feel free to contact me. Thank you! Siying (Sylvia) Chen (She/Her/Hers) Environmental Specialist I Compliance and Expedited Permitting Unit Division of Water Resources North Carolina Department of Environmental Quality Email: siying.chenC&ncdenr.gov Phone: 919-707-3619 (Office) °FU,ECP) 1,4QRT1 I i,',A,ggl.+rvr, OrpM111YNR al Upptracr,14l1 lI Whiny Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director Alamance-Burlington School System Attn: Jay Fuller, Director of Facilities 1712 Vaughn Rd Burlington, NC 27217-2916 Subject: Permit Renewal Application No. NC0045144 Western Alamance High School Alamance County Dear Applicant: NORTH CAROLINA Environmental Quality March 05, 2021 The Water Quality Permitting Section acknowledges the March 5, 2021 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. 150B-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://dea. nc.gov/permits-regulations/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. Singerely, Wren Thedford Administrative Assistant Water Quality Permitting Section cc: Jessica Mize -Pace Environmental Services ec: WQPS Laserfiche File w/application North Carolina Depa rtiment of f:nv:ro4inemtai Qma',ity I Duns an of water Resowces WinstrinSe?erm Rego* Off 1452 West ifattes 11.10 Roe*, Site 3DD I WinsmnSetein, Nortia Parana 27105 336-776-98d0 NPDES APPLICATION - FORM D For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD Mail the complete application to: N. C. DENR / Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit (NC0045144 If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Alamance-Burlington School System Facility Name Western Alamance High School WWTP Mailing Address 1732 Vaughn Road City Burlington State / Zip Code NC / 27217 Telephone Number (336) 570-6482 Fax Number (336) 570-6485 e-mail Address jay_fuller@abss.k12.nc.us 2. Location of facility producing discharge: Check here if same address as above 0 Street Address or State Road 1731 NC Highway 87 N City State / Zip Code County Elon NC / 27244 Alamance 3. Operator Information: Name of the firm, public organization or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name Mailing Address City State / Zip Code Telephone Number Fax Number e-mail Address Pace Analytical Services 1377 South Park Dr. Kernersville NC / 27284 (336) 996-2841 (336) 996-0326 Matt.Smith@pacelabs.com 1 of 3 Form-D 11/12 NPDES APPLICATION - FORM D For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD 4. Description of wastewater: Facility Generating Wastewater(check all that apply): Industrial ❑ Number of Employees Commercial ❑ Number of Employees Residential 0 Number of Homes School ® Number of Students/Staff 1243/100 Other ❑ Explain: Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.): High School Number of persons served: 5. Type of collection system ® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer) 6. Outfall Information: Number of separate discharge points 1 Outfall Identification number(s) 001 Is the outfall equipped with a diffuser? ❑ Yes ® No 7. Name of receiving stream(s) (NEW applicants: Provide a map showing the exact location of each outfall): Haw River 8. Frequency of Discharge: ❑ Continuous ® Intermittent If intermittent: Days per week discharge occurs: 5 Duration: 9. Describe the treatment system List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper. *0.0115 MGD wastewater treatment system *Septic Tank *Dosing Tank *Surface Sand Filter *UV Disinfection 2 of 3 Form-D11/12 NPDES APPLICATION - FORM D For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD 10. Flow Information: Treatment Plant Design flow 0.0115 MGD Annual Average daily flow 0.0031 MGD (for the previous 3 years) Maximum daily flow 0.013 MGD (for the previous 3 years) 11. Is this facility located on Indian country? ❑ Yes ® No 12. Effluent Data NEW APPLICANTS: Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over the past 36 months for parameters currentlu in your permit. Mark other parameters `N/A'. Parameter Daily Maximum Monthly Average Units of Measurement Biochemical Oxygen Demand (BOD5) 13.2 2.63 Mg/1 Fecal Coliform 55 1.26 Co1/100 ml Total Suspended Solids 18.5 2.3 Mg/1 Temperature (Summer) 26 20.8 °C Temperature (Winter) 12.77 20 °C pH 6.8 Std. Units 13. List all permits, construction approvals and/or applications: Type Permit Number Type Hazardous Waste (RCRA) NESHAPS (CAA) UIC (SDWA) Ocean Dumping (MPRSA) NPDES NC0045144 Dredge or fill (Section 404 or CWA) PSD (CAA) Other Non -attainment program (CAA) 14. APPLICANT CERTIFICATION Permit Number I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. fau.' AvottvF'ral l t`o.ed- �or ito it Title Je55icoL (r'(5i hoz Au Printed name of Person Signing 3/1f 2I Siof Applicant Date North Ca ina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification In any application, record, report, plan, or other document files or required to be maintained under Artide 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) 3 of 3 Form-D 11112 SLUDGE MANAGEMENT PLAN Western High School WWTP WASTEWATER TREAMENT PLANT NPDES PERMIT NO. NC0045144 Sludge from Western Alamanace High School , wastewater treatment plant is disposed of in the following way: 1. Any Sludge from Western Alamance High School is collected in the Septic Tank. 2. Sludge is then removed by septic tank truck i.e. Jenkins Waste Management. L. Latitude; J.otteitude• (Quad Name Stream Class Receiving Stream Facility Information 36°08'05" Sub -Basin: 03-06-02 79°29'25" Lake Burlington C-NSW Haw River Discharge Location Facility Location Western Alamance High School NC0045144 Alamance County Permit NC0045144 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, the Alamance - Burlington School System is hereby authorized to discharge wastewater from a facility located at the Western Alamance High School 1731 NC Highway 87 N Elon Alamance County to receiving waters designated as the Cane Creek in subbasin 03-06-02 of 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 July 1, 2016. This permit and authorization to discharge shall expire at midnight on April 30, 2021. Signed this day June 3, 2016. S. Jay Zimmerman, P.G., Director Division of Water Resources By Authority of the Environmental Management Commission Page 1 of 6 Permit NC0045144 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and as of this 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. The Alamance - Burlington School System is hereby authorized to: 1. Continue to operate an existing 0.0115 MGD wastewater treatment facility with the following components: ♦ Septic tank ♦ Dosing tank ♦ Surface sand filter ♦ Chlorine contact chamber ♦ UV disinfection system This facility is located south of Altamahaw at Western Alamance High School off NC Highway 87 in Alamance County. 2. Discharge from said treatment works via Outfall 001, at the location specified on the attached map into the Haw River [16-(10.5)], currently classified WS-V NSW, located within subbasin 03-06-02 [HUC: 03030002] of the Cape Fear River Basin. Page 2 of 6 Permit NC0045144 Part I A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [15A NCAC 02B.0400 et seq., 15A NCAC 02B.0500 et seq.] During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored) by the Permittee as specified below: PARAMETER [PCS code] LIMITS MONITORING REQUIREMENTS Monthly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow2 [50050] 0.0115 MGD Weekly Instantaneous Influent or Effluent BOD, 5-day (20°C) [C0310] 30.0 mg/L 45.0 mg/L 2/Month Grab Effluent Total Suspended Solids [C0530] 30.0 mg/L 45.0 mg/L 2/Month Grab Effluent NH3 as N [C0610] Monthly Grab Effluent Fecal Coliform (geometric mean) [31616] 200 / 100 ml 400 / 100 ml 2/Month Grab Effluent Total Residual Chlorine3 [50060] 28 lug/ 2/Week Grab Effluent Temperature (°C) [00010] Weekly Grab Effluent Total Nitrogen (NO2+NO3+TKN) [C0600] Quarterly Grab Effluent Total Phosphorus [C0665] Quarterly Grab Effluent pH [00400] > 6.0 and < 9.0 standard units - - 2/Month Grab Effluent Footnotes: 1. No later than December 21, 2016, the permittee shall begin submitting discharge monitoring reports electronically using the NC DWR's eDMR application system [see A. (2)]. 2. Flow monitoring should be conducted prior to the wastewater treatment system or at the effluent. 3. Limit and monitoring requirements apply only if chlorine is used for disinfection. The facility shall report all effluent TRC values reported by a NC certified laboratory including field certified. However, effluent values below 50 pg/L will be treated as zero for compliance purposes. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (2) ELECTRONIC REPORTING OF MONITORING REPORTS [NCGS 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. Page 3 of 6 Permit NC0045144 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 DEQ / 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. 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. Page 4 of 6 Permit NC0045144 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: http: / / deq.nc.gov/ about/ divisions /water -resources / edmr 4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B. (11.) (d)l 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. Page 5 of 6 Permit NC0045144 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 may be extended by request of the Director at any time [40 CFR 122.41]. A. (3) NUTRIENT REOPENER CONDITION [NCGS 143-215.1 (b)] Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in the North Carolina Administrative Code at 15A NCAC 2H.0112 (b) (1) and 2H.0114 (a) and Part II sections B-12 and B-13 of this permit, the Director may reopen this permit to require supplemental nutrient monitoring of the discharge. The purpose of the additional monitoring will be to support water quality modeling efforts within the Cape Fear River Basin and shall be consistent with a monitoring plan developed jointly by the Division and affected stakeholders. In addition, the results of water quality modeling may require that limits for total nitrogen and total phosphorus be imposed in this permit upon renewal. Page 6 of 6