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HomeMy WebLinkAboutNC0047384_Permit (Issuance)_20140606ry NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor June 6, 2014 Mr. Steve Drew, Water Resources Director City of Greensboro Box 3136 Greensboro, North Carolina 27402 -3136 Subject Dear Mr. Drew: John E, Skvarla, III Secretary Issuance of NPDES Permit NCO047384 Renewal and Expansion T.Z. Osborne WWTP Guilford County Facility Class IV Division personnel have reviewed and approved your application for expansion and renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). Please note that the receiving stream is listed as an impaired waterbody on the North Carolina 2012 303(d) Impaired Waters List for copper and zinc. Addressing impaired waters is a high priority with the Division, and instream data will continue to be evaluated. If there is noncompliance with permitted effluent limits and stream impairment can be attributed to your facility, then mitigative measures may be required. The following items are in response to the comment letter )received from the City of Greensboro on March 21, 2014. • The Cyanide limitation and footnote were removed from this pen -nit since the effluent from the T.Z. Osborne WWTP did not show reasonable potential to violate state Water Quality Standards (WQS). However, the Division recognizes that the City of Greensboro's effluent quantitation limit for cyanide shall be 20 µg/L and levels reported below 20 µg/L shall be considered zero for Pretreatment Long Term Monitoring Program purposes. • The Fact Sheet was revised to include the nutrient calculations used for the modified allocations. • Condition A.(3) in the permit has been modified to clarify that the TN and TP combined delivered load limits will apply to the T.Z. Osborne WWTP at a permitted flow of 40 MGD once the North Buffalo Creek WWTP permit is rescinded and until the expansion is 1617 Mail Service Center, Raleigh, North Carolina 27699 1617 Phone: 919-807-63001 Internet: www.nmaterquality.org = Equal Opporlu �;:y', Pffirmalive Action Lmpluyer- M;ide i narl by recprlyd p, .er Mr. Steve Drew, Water Resources Director J _ine 6, 2014 Page 2 of 4 completed. Additionally, paragraph (a.) under Section A. (I.) has been revised to reference condition A.(3.) where the combined delivered limitations for TN and TP are described. Per the City's request footnote #4 was added under Section A.(2.) to state that the ammonia - nitrogen limitations do not become effective until the average plant flow for the calendar year is greater than or equal to 36 MGD. The footnote was modified to include a statement that when the City of Greensboro reports that the annual average flow is greater than or equal to 36 MOD with their December DMR, the City shall include a cover letter with the report stating that the ammonia -nitrogen limits in Section A.(2.) are now effective. The following item was added to the permit in response to comments from DWR Public Water Supply Regional and Central Office stafff. A special condition was added_ under Section A. (13.) stating that this permit may be reopened and modified in the future to include 1,4-dioxane monitoring and/or reduction measures, if the wastewater discharge is identified as contributing to violations of surface water quality standards. As identified previously, the renewal permit contains the ffollo�ving significant changes ffronn your current permit: • The permit expiration date has been changed to June 30, 2019 to allow five years before permit renewal. The Division may change the expiration renewal to coincide with Basin renewals when staffing workloads allow for shorter renewal periods. • The City of Greensboro's request for Monitoring Frequency Reductions for fecal coliform, total suspended solids, CBOD5, and ammonia -nitrogen was reviewed. Reduced monitoring frequencies for fecal coliform, total suspended solids, and CBOD5 were permitted and a reduction from daily monitoring to twice per week was made for all three parameters in Section A:(1.). Upon expansion, the City of Greensboro will sample these parameters daily and may revert back to twice per week sampling for the parameters for which no permit limit violation occurs. See Section A.(2.) and footnote #13. Ammonia -nitrogen effluent sampling results did not meet the Guidance requirements to allow for a sampling reduction. ® The requirement to begin reporting discharge monitoring data electronically, no later than March 30, 2015 (within 270 days of the NPDES Permit effective date), using the NC DWR's Electronic Discharge Monitoring Report (eDMR) internet application has been added to your final NPDES permit. [See Special Condition A.(12.)] For information on eDMR, registering for eDMR and obtaining an eDMR user account, please visit the following web page: http://portal.ncdenr.or web/wq/admin/bop-/ipu/edmr For information on EPA's proposed NPDES Electronic Reporting Rule, please visit the following web site: http://www2.epa. ov�pliance/proposed-npdes-electronic-reporting rule The Jordan Lake Nutrient Management Strategy rules adopted in Aug. 2009 prompted a stream reclassification for South Buffalo Creek from C; NSW to WS-V; NSW. See the Supplement to Permit Cover Sheet. Mr. Steve Drew, Water Resources Director June 6, 2014 Page 3 of 4 • Cyanide, cadmium, nickel, and fluoride effluent sampling results did not show reasonable potential to violate Water Quality Standards. Limits and monitoring requirements for all four parameters were removed from the permit. • Effluent sampling data for selenium showed reasonable potential to violate Water Quality Standards. Monthly monitoring and limitations for selenium were added to the permit. • Copper and zinc sampling results showed reasonable potential to violate WQS, however, they are action level parameters and monitoring is set in conjunction with toxicity test results. T.Z. Osborne is passing its toxicity tests so limits are not necessary. Both parameters remain in the permit and sampling was reduced from monthly to quarterly in accordance with the NPDES Monitoring Frequency memo dated July 15, 2010. • In accordance with the 2012 Statewide Mercury TMDL, the requirement to perform a Mercury Minimization Plan (MMP) was added to the permit. See MMP Special Condition A.(11.). Please note that the MMP shall be developed by December 29, 2014 (within 180 days of the NPDES Permit effective date). A sample MMP was developed through a stakeholder review process and has been placed on the Division website for guidance at: http://portal.ncdenr.org/web/M/swp/ps/npdes. • Five years of mercury data was reviewed and all the annual averages were less than the WQBEL and the TBEL. The mercury limitation was removed and monitoring shall continue as part of the City's Effluent Pollutant Scans. • Section A.(2.) was added to include limitations and monitoring requirements when T.Z. Osborne WWTP is expanded to 56 MGD. • Footnote number 2 in Section A.(3) was revised to recognize Session Laws 2011-394 (HB 119) and 2013 -3 95 (SB515) which extends the compliance date to 2021 if an ATC is acquired before December 31, 2019 for upgrades needed to meet the TN allocation. • In accordance with Federal Regulations 40 CFR 122 a Total Nitrogen Reduction Schedule containing annual milestones outlining the steps the City of Greensboro will take to comply with the Jordan Lake Wastewater Discharge Rule (15A NCAC 02B .0270), as modified by North Carolina Session Laws 2011-394 (HB119) and 2013-395 (SB515), was added under Special Condition A.(4.). • Revisions were made to Sections A.(7.) and A.(9.) to recognize nutrient allocation and loading calculation changes required with the expansion. Please review these Sections carefully. Note the numbers in the allocation Tables in Section A.(7.) have been rounded and the Totals were determined using additional significant digits. All delivered loads were converted to discharge loads using T.Z. Osborne's transport factors. • Some of the wording has changed in Section A. (5.), Chronic Toxicity Permit Limit, please review each paragraph carefully. • Section A. (6.) on the Effluent Pollutant Scan now designates the three years in which the scans are to be performed — 2016, 2017, and. 2018. Please review this condition. • Section A. (10.) Nitrogen Optimization Plan was added to confirm that the City of Greensboro will continue to evaluate its treatment facilities and operational processes to Mr. Steve Drew, Water Resources Director June 6, 2014 Page 4 of 4 make reasonable efforts to reduce nitrogen discharges until process improvements are completed as stated in its nitrogen optimization plan dated 2/11/2010. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit: This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Resources or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be -required. If you have any questions concerning this permit, please contact Julie Grzyb by email Oulie.grzyb@ncdenr.gov) or phone at (919) 807-6389. Sincerely, k homas A. Reeder, Director >�Division of Water Resources, NCDENR Enclosure: NPDES Permit NC0047384 cc: NPDES Unit Central Files Winston-Salem Regional Office / Surface Water Protection Section e-copy: EPA Region 4 PERCS Unit Winston-Salem Regional Office / Surface Water Protection Section Winston-Salem Regional Office /DWR/Regional Engineer, Eric Hudson ESS/ Aquatic Toxicity Unit, Susan Meadows ESS/ Ecosystems Unit Wastewater Operator Certification Group, Steve Reid Martie Groome, Laboratory and Industrial Waste Section Supervisor, Water Resources Dept. City of Greensboro Permit No. NCO047384 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES IP..RMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 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, the City of Greensboro is hereby authorized to discharge wastewater from a facility located at the T.Z. Osborne WWI'P 2350 Huff ine Mill Road Mcheansville, North Carolina Guilford County to receiving waters designated as South Buffalo Creek in 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, 2014. This permit and authorization to discharge shall expire at midnight.on................................ June 30, 2019. Signed this day.......................June 6, 2014. ,116mas A. Reeder, Director Division of Water Resources By Authority of the Environmental Management Commission PART I, Page 1 of 18 Permit No. NCO047384 SUPPLEMENT TO PERMIT COVED 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. The City of Greensboro is hereby authorized to: 1. Continue to operate an existing 40.0 MGD activated sludge wastewater treatment facility located at the T.Z. Osborne WWTP off Huffine Mill Road west of McLeansville in Guilford County.. The facility includes the following treatment components: • Mechanical bar screen • Influent pump station • Stirred vortex grit removal • Pre -aeration tank • Influent flow measurement • Primary clarifiers • Single stage activated sludge with nitrification • Chemical addition for phosphorus removal • Final clarifiers • Tertiary effluent sand filters • Chlorination • Dechlorination • Flow measurement and recording • Cascade post aeration • Sludge treatment units including sludge receiving tanks, gravity sludge thickeners, three centrifuges, thickened sludge holding tanks, and fluidized bed sludge incinerator • Odor control equipment 2. Upon receipt of one or more Authorizations to Construct from the Division of Water Resources, construct and operate facilities giving the system an ultimate treatment capacity of 56 MGD which is to be complete in conjunction with the connection and transfer of all wastewaters from North Buffalo Creek WWTP to the T.Z. Osborne WWTP and the rescission of the North Buffalo Creek WWTP permit NCO024325 (a 16 MGD NPDES permitted facility); and, 3. Discharge from said treatment works (via Outfall 001) into South Buffalo Creek, a class WS-V, NSW stream in the Cape Fear River Basin, at the location specified on the attached map. PART I, Page 2 of 18 Permit No. NCO047384 PART 1 A.(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 001 a. During the period beginning on the effective date of this permit and lasting until expiration or expansion to 56 MGD, the Permittee is authorized to discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitoredl by the Permittee as specified below and in condition A. (3.) of this permit. EFFLUENT CHARACTERISTICS EFFLUENT LIMITATIONS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow 40.0 MGD Continuous Recording Influent or Effluent Total Monthly Flow (MG) Monitor & Report Monthly Rec. or Calc. Influent or Effluent CBOD, 5-day, 200C (Summer) 3 4.0 mg/L 6.0 mg/L 2/Week Composite Influent & Effluent CBOD, 5-day, 20°C (Winter) 3 8.0 mg/L 12.0 mg/L 2/Week Composite Influent & Effluent Total Suspended Solids 3 30.0 mg/L 45.0 mg/L 2/Week Composite Influent & Effluent NH3 as N (Summer) 2.0 mg/L 6.0 mg/L Daily Composite Effluent NH3 as N (Winter) 4.0 mg/L 12.0 mg/L Daily Composite Effluent Fecal Coliform (geometric mean) 200/100mL 400/100mL 2/Week Grab Effluent Dissolved Oxygen 4 Daily Grab Effluent Temperature (°C) Daily Grab Effluent pH s Daily Grab Effluent Total Residual Chlorine 6 18.0 pg/L Daily Grab Effluent TKN Monitor & Report (mg/L) Weekly Composite Effluent NO3-N + NO2-N Monitor & Report (mg/L) Weekly Composite Effluent Total Nitrogen, TN 7 Monitor & Report (mg/L) Weekly Composite Effluent TN Load s,e Monitor & Report (lb/mo) Monitor & Report (lb/yr) Monthly Annually Calculated Effluent Total Phosphorus, TP Monitor & Report (mg/L) Weekly Composite Effluent TP Load e,9 Monitor & Report (lb/mo) Monitor & Report (lb/yr) Monthly Annually Calculated Effluent Selenium 5.2 pg/L 57.6 pg/L Monthly Composite Effluent Total Copper Quarterly I Composite Effluent Total Zinc Quarterly Composite Effluent Chronic Toxicity 10 Quarterly Composite Effluent Effluent Pollutant Scan Monitor & Report See Special Condition A.(6.) Effluent Dissolved Oxygen 11 See footnote 11 Grab U, D1, D2 Fecal Coliform 11 See footnote 11 Grab U, D1, D2 Temperature (°C) 11 See footnote 11 Grab U, D1, D2 Conductivity 11 See footnote 11 Grab U, D1, D2 (Summer): April 1- October 31 (Winter): November 1 - March 31 (Daily): every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays unless otherwise specified by the Director. All footnotes are listed on the following page: PART I, Page 3 of 18 Permit No. NC0047384 Footnotes: 1. No later March 30, 2015, begin submitting discharge monitoring reports electronically using NC DWR's eDMR application system. See Special Condition A. (12.). 2. U: Upstream at Old U.S. Highway 70. D1: Downstream at NCSR 2821 (Harvest Road). D2: Downstream at Huffine Farm Road. 3. The monthly average effluent CBOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal). 4. The daily effluent dissolved oxygen concentration shall not be less than 6.0 mg/L. 5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 6. The Division shall consider all effluent TRC values reported below 50 ug/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 ug/ L. 7. TN is Total Nitrogen = TKN + NO3-N + NO2-N, where TKN is Total Kjeldahl Nitrogen, NO3-N and NO2-N are Nitrate and Nitrite Nitrogen, respectively. 8. TN or TP Load is the mass quantity of Total Nitrogen or Phosphorus discharged in a given period of time. See Special Condition A.(9.), Calculation and Reporting of Nutrient Loads. 9.. The facility is subject to nutrient limitations as specified in Special Condition A.(3.), Combined Limitations for Nutrients and the TN compliance schedule outlined in Special Condition A. (4.). 10. Chronic Toxicity (Ceriodaphnia) at 90% with testing in January, April, July and October (see Special Condition A. (5.)). TOXICITY MONITORING SHALL COINCIDE WITH METALS MONITORING. 11. Instream monitoring requirements are waived as long as facility retains membership in the UCFRBA. If membership is cancelled, facility will monitor 3/ Week (June -September) and 1/ Week (October -May). Stream sampling may be discontinued at such times as flow conditions in the receiving waters or extreme weather conditions will result in a substantial risk of injury or death to persons collecting samples. Upon such discontinuance, stream sampling shall be resumed at the first opportunity after the risk period has ceased. b. There shall be no discharge of floating solids or visible foam in other than trace amounts. PART I, Page 4 of 18 Permit No. NCO047384 A.(2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 001 a. Beginning upon expansion to 56 MGD expansion and lasting until permit expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored) by the Permittee as specified below: EFFLUENT CHARACTERISTICS EFFLUENT LIMITATIONS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow 56.0 MGD Continuous Recording Influent or Effluent Total Monthly Flow (MG) Monitor & Report Monthly Rec. or Calc. Influent or Effluent CBOD, 5-day, 20°C (Summer) 3 4.0 mg/L 6.0 mg/L Twice per week13 Composite Influent & Effluent CBOD, 5-day, 20°C (Winter) 3 8.0 mg/L 12.0 mg/L Twice per week13 Composite Influent & Effluent Total Suspended Solids 3 30.0 mg/L 45.0 mg/L Twice per week13 Composite Influent & Effluent NH3 as N (Summer)4 0.82 mg/L 2.46 mg/L Daily Composite Effluent NH3 as N (Winter) 4 1.64 mg/L 4.92 mg/L Daily Composite Effluent Fecal Coliform (geometric mean) 200/100ml- 400/100ml- Twice per week13 Grab Effluent Dissolved Oxygen 6 Daily Grab Effluent Temperature (°C) Daily Grab Effluent pH 6 Daily Grab Effluent Total Residual Chlorine 7 17.0 pg/L Daily Grab Effluent TKN Monitor & Report (mg/L) Weekly Composite Effluent NO3-N + NO2-N Monitor & Report (mg/L) Weekly Composite Effluent Total Nitrogen, TN 8 Monitor & Report (mg/L) Weekly Composite Effluent TN Load 9 Monitor & Report (lb/mo) 891,272 Ib/yr (effective 1/1/2019)10 Monthly Annually Calculated Effluent Total Phosphorus, TP Monitor & Report (mg/L) Weekly Composite Effluent TP Load9 Monitor & Report (lb/mo) 112,044 Ib/yr Monthly Annually Calculated Effluent Selenium 5.1 pg/L 57.1 pg/L Monthly Composite Effluent Total Copper Quarterly Composite Effluent Total Zinc Quarterly I Composite Effluent Chronic Toxicity 11 Quarterly I Composite Effluent Effluent Pollutant Scan Monitor & Report See Special Condition A.(6.) Effluent Dissolved Oxygen 12 12 Grab U, Dl, D2 Fecal Coliform 12 12 Grab U, D1, D2 Temperature (°C) 12 12 Grab U, D1, D2 Conductivity 12 12 Grab U, D1, D2 (Summer): April 1- October 31 (Winter): November 1- March 31 (Daily): every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays unless otherwise specified by the Director. All footnotes are listed on the following page. PART I, Page 5 of 18 Permit No. NC0047384 Footnotes: 1. No later than March 30, 2015, begin submitting discharge monitoring reports electronically using NC DWR's eDMR application system. See Special Condition A. (12.). 2. U: Upstream at Old U.S. Highway 70. D1: Downstream at NCSR 2821 (Harvest Road). D2: Downstream at Huffine Farm Road. 3. The monthly average effluent CBOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal). 4. These limitations do not become effective until the average plant flow for the calendar year is greater than or equal to 36 MGD. In the meantime, the ammonia -nitrogen limitations in Section A.(1.) will remain in effect. When the City of Greensboro reports that the annual average flow is greater than or equal to 36 MGD with their December DMR, the City shall state in a cover letter with the report that the ammonia -nitrogen limits in Section A.(2.) are now effective. 5. The daily effluent dissolved oxygen concentration shall not be less than 6.0 mg/L. 6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. 7. The Division shall consider all effluent TRC values reported below 50 ug/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 ug/L. 8. TN is Total Nitrogen = TKN + NOrN + NO2-N, where TKN is Total Kjeldahl Nitrogen, NOs-N and NO2-N are Nitrate and Nitrite Nitrogen, respectively. 9. TN or TP Load is the mass quantity of Total Nitrogen or Phosphorus discharged in a given period of time. See Special Condition A.(9.), Calculation and Reporting of Nutrient Loads. 10. Per the Jordan Lake Wastewater Discharge Rule (15A NCAC 02B .0270) as modified by North Carolina Session Laws 2011-394 (HB119) and 2013-395 (SB515), the annual mass Total Nitrogen limit shall be effective beginning with calendar year 2019, unless the discharger has received by December 31, 2019, an authorization -to -construct permit for construction, installation, or alteration of the treatment works for purposes of complying with this limit, in which case the limit shall be effective beginning with calendar year 2021. This facility is subject to a TN reduction schedule outlined in Special Condition A. (4.). 11. Chronic Toxicity (Ceriodaphnia) at 90% with testing in January, April, July and October (see Special Condition A. (5.)). TOXICITY MONITORING SHALL COINCIDE WITH METALS MONITORING. 12. Instream monitoring requirements are waived as long as facility retains membership in the UCFRBA. If membership is cancelled, facility will monitor 3/Week (June -September) and 1/Week (October -May). Stream sampling may be discontinued at such times as flow conditions in the receiving waters or extreme weather conditions will result in a substantial risk of injury or death to persons collecting samples. Upon such discontinuance, stream sampling shall be resumed at the first opportunity after the risk period has ceased. 13. Upon expansion, the City of Greensboro will sample these parameters daily. However, after 6 months of daily sampling, the Permittee may revert back to twice per week sampling for the parameters for which no permit limit violation occurred. b. There shall be no discharge of floating solids or visible foam in other than trace amounts. c. Expansion to a permitted flow of 56 MGD at the T.Z. Osborne WWTP is contingent upon connection and transfer of all wastewaters received at the North Buffalo Creek WWTP to the T.Z. Osborne WWTP, cessation of the discharge from the North Buffalo WWTP, and rescission of permit NC0024325. PART I, Page 6 of 18 Permit No. NCO047384 A.(3.) COMBINED LIMITATIONS FOR NUTRIENTS - Outfall C01 (a.) During the period beginning on the effective date of this permit, and lasting until expansion to 56 MGD or permit expiration, whichever is sooner, the Permittee is authorized to discharge Total Nitrogen and Total Phosphorus from the T.Z. Osborne WWTP (NC0047384, Outfall 001) and the North Buffalo Creek WWTP (NC0024325, Outfall 001) subject to the following combined, delivered load limitations; except that upon rescission of the N. Buffalo WWTP permit, the Permittee is authorized to discharge solely from the T.Z. Osborne WWTP subject to the combined delivered load limitations. Total Nitrogen, Total Phosphorus, Delivered (lb/yr)1 Delivered (lb/yr)1 Permit Facility Active Combined Active Combined Allocations Limit Allocations Limit NCO047384 T.Z. Osborne WWTP 290,375 35,708 NCO024325 North Buffalo Creek WWTP 110,698 13,591 Combined 401,073 49,299 Delivered Load (effective Limitations 1/1/2019) 2 Footnotes: 1 Allocations and limits in this table are expressed as delivered loads. See Condition A.(8.) regarding calculation of delivered loads from discharge loads. 2 Per the Jordan Lake Wastewater Discharge Rule (15A NCAC 02B .0270) as modified by North Carolina Session Laws 2011-394 (HB119) and 2013-395 (SB515), the annual mass Total Nitrogen limit shall be effective beginning with calendar year 2019, unless the discharger has received by December 31, 2019, an authorization -to -construct permit for construction, installation, or alteration of the treatment works for purposes of complying with this limit, in which case the limit shall be effective beginning with calendar year 2021. (b.) Compliance with these limits shall be determined in accordance with Special Conditions A.(8.), Annual Limits for Total Nitrogen and Total Phosphorus, and A.(9.), Calculation and Reporting of Nutrient Loads. (c.) Nutrient monitoring and reporting requirements are specified in Special Conditions A.(1.), Effluent Limitations and Monitoring Requirements, and A.(9.), Calculation and Reporting of Nutrient Loads. (d.) Pursuant to N.C. General Statute Section 143-215.1 and the implementing rules found in Title 15A of the North Carolina Administrative Code, specifically, 15A NCAC 02B.0270, and Part II, Sections B-12 and B-13 of this permit, the Division of Water Resources (Division) may reopen the permits listed above and establish more stringent nutrient limits upon finding that such limits are necessary to prevent the discharges from causing localized water quality impacts in the receiving streams. (e.) The Permittee may request that its permits be modified to rescind these combined limits and establish individual mass discharge limits for each facility. The Division may, after written notification to the Permittee, rescind these combined limits and establish individual mass discharge limits for each facility if it determines that the combined limits do not support the objectives of the Jordan Lake Nutrient Management Strategy. The Division shall provide for public review of the proposed permit modifications and include in the permit an appropriate schedule of compliance for the proposed nutrient limits. PART I, Page 7 of 18 Permit No. NC0047384 A.(4) Total Nitrogen Reduction Schedule In accordance with Federal Regulations 40 CFR 122 a schedule containing annual milestones outlining the steps the City of Greensboro will take to comply with the Jordan Lake Wastewater Discharge Rule (15A NCAC 02B .0270), as modified by North Carolina Session Laws 2011-394 (HB119) and 2013-395 (SB515), are listed below. Revisions to this schedule may be considered and made provided that by December 31, 2019, the City of Greensboro shall receive an Authorization -to -Construct permit from DWR for construction, installation, or alteration of the treatment works for purposes of complying with the TN permit limitation; and, by December 31, 2021 the City of Greensboro shall comply with the annual total nitrogen targets listed in NPDES Permit NC0047384. All construction contract Packages are required to obtain an approved ATC in accordance with DWR regulations. 2014 -Begin 1 year study (12 consecutive months with 2 sampling events per month) on Jordan Lake Haw River Arm By December 31, 2014 submit report to DWR on progress of the Jordan Lake Haw River Arm study 2015 -Compile, review and analyze data from Jordan Lake Haw River Arm study and develop draft written report Bid Package 1 of the T. Z. Osborne BNR Project By December 31, 2015 submit report to DWR on results of both activities (including final Jordan Lake study report) 2016 -Award construction contract for Package 1 of the T. Z. Osborne BNR Project Bid construction contract for Packages 2 and 3 of the T. Z. Osborne BNR Project By December 31, 2016 submit report to DWR on activities relating to Packages 1, 2 and 3 of the T. Z. Osborne BNR project 2017- Award construction contract for Packages 2 and 3 of the T. Z. Osborne BNR Project Bid construction project for Package 4 of the T. Z. Osborne BNR Project By December 31, 2017 submit report on activities relating to Packages 1, 2, 3 and 4 of the T. Z. Osborne BNR Project 2018 -Complete Package 1 construction of the T. Z. Osborne BNR Project Continue construction on Packages 2 and 3 of the T. Z. Osborne BNR Project Award construction contract for Package 4 of the T. Z. Osborne BNR Project By December 31, 2018 submit report on activities relating to Packages 1, 2, 3 and 4 of the T. Z. Osborne BNR Project 2019 -Continue construction on Packages 2, 3 and 4 of the T. Z. Osborne BNR Project By December 31, 2019 received an Authorization -to -Construct permit for construction, installation, or alteration of the treatment works for purposes of complying with the TN permit limitation. By December 31, 2019 submit report on activities relating to Packages 2 and 3 of the T. Z. Osborne BNR Project 2020 -Complete construction of Packages 2, 3 and 4 (complete BNR facility) and conduct BNR Optimization of the T. Z. Osborne BNR Project By December 31, 2020 submit written report to DWR on completion and optimization of Packages 2,3 and 4 of the T. Z. Osborne BNR Project 2021-By December 31, 2021 comply with annual total nitrogen targets listed in NPDES Permit NC0047384 All submissions shall be sent to: NCDENR/ DWR/ NPDES Programs Attn: Jordan Lake Watershed Coordinator 1617 Mail Service Center Raleigh, NC 27699-1617 PART I, Page 8 of 18 Permit No. NCO047384 A.(5.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 90%. The permit holder shall perform at a minimum, quartedy monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure (Revised- December 2010) or subsequent versions. 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. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -December 2010) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWR Form AT-3 (original) is to be sent to the following address: Attention: North Carolina Division of Water Resources Water Sciences Section 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, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. 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, monitoring will be required during the following month. 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 this monitoring requirement 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. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, 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. PART I, Page 9 of 18 Permit No. NCO047384 A.(6.) EFFLUENT POLLUTANT SCAN The Permittee shall perform a total of three (3) Effluent Pollutant Scans for all parameters listed below. One scan must be performed in each of the following years: 2016, 2017, and 2018. Analytical methods shall be in accordance with 40 CFR Part 136 and shall be sufficiently sensitive to determine whether parameters are present in concentrations greater than applicable standards and criteria. Samples should be collected with one quarterly toxicity test each year, and must represent seasonal variation [i.e., do not sample in the same quarter every year]. Unless otherwise indicated, metals shall be analyzed as "total recoverable." Ammonia (as N) Trans-1,2-dichloroethylene Bis (2-chloroethyl) ether Chlorine (total residual, TRC) 1,1-dichloroethylene Bis (2-chloroisopropyl) ether Dissolved oxygen 1,2-dichloropropane Bis (2-ethylhexyl) phthalate Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether Total Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate Oil and grease Methyl bromide 2-chloronaphthalene Total Phosphorus Total dissolved solids Hardness Antimony Arsenic Beryllium Cadmium Chromium Copper Lead Mercury (EPA Method 1631E) Nickel Selenium Silver Thallium Zinc Cyanide Total phenolic compounds Volatile or and is compounds: Acrolein Acrylonitrile Benzene Bromoform Carbon tetrachloride Chlorobenzene Chlorodibromomethane Chloroethane 2-chloroethylvinyl ether Chloroform Dichlorobromomethane 1,1-dichloroethane 1,2-dichloroethane Methyl chloride Methylene chloride 1,1,2,2-tetrachloroethane Tetrachloroethylene Toluene 1,1,1-trichloroethane 1,1,2-trichloroethane Trichloroethylene Vinyl chloride Acid -extractable compounds: P-chloro-m-cresol 2-chlorophenol 2,4-dichlorophenol 2,4-dimethylphenol 4,6-dinitro-o-cresol 2,4-dinitrophenol 2-nitrophenol 4-nitrophenol Pentachlorophenol Phenol 2,4,6-trichlorophenol Base -neutral compounds: Acenaphthene Acenaphthylene Anthracene Benzidine Benzo(a)anthracene Benzo(a)pyrene 3A benzofluoranthene Benzo(ghi)perylene Benzo(k)fluoranthene Bis (2-chloroethoxy) methane 4-chlorophenyl phenyl ether Chrysene Di-n-butyl phthalate Di-n-octyl phthalate Dibenzo(a,h)anthracene 1,2-dichlorobenzene 1,3-dichlorobenzene 1,4-dichlorobenzene 3,3-dichlorobenzidine Diethyl phthalate Dimethyl phthalate 2,4-dinitrotoluene 2,6-dinitrotoluene 1,2-diphenylhydrazine Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclo-pentadiene Hexachloroethane Indeno(1,2,3-cd)pyrene Isophorone Naphthalene Nitrobenzene N-nitrosodi-n-propylamine N-nitrosodimethylamine N-nitrosodiphenylamine Phenanthrene Pyrene 1,24-tichlorobenzene Reporting: Test results shall be reported on DWR Form -A MR-PPA1(or in a form approved by the Director) by December 31s' of each designated sampling year. The report shall be submitted to the following address: NC DENR/ DWR/ Central Files,1617 Mail Service Center, Raleigh, North Carolina 27699-1617. PART I, Page 10 of 18 Permit No. NCO047384 A.(7.) NUTRIENT ALLOCATIONS (a.) The following table lists the Total Nitrogen (TN) and Total Phosphorus (TP) allocations assigned to, acquired by, or transferred to the Permittee in accordance with the Jordan Lake nutrient management rule (T15A NCAC 02B .0270) and the status of each as of permit issuance. For compliance purposes, this table does not supersede any TN or TP limit established elsewhere in this permit or in the NPDES permit of a compliance association of which the Permittee is a Co- Permittee Member. Total Nitrogen Allocation ALLOCATION AMOUNT' ALLOCATION TYPE SOURCE DATE STATUS Delivered Discharge (lb/yr) (lb/yr) Base Assigned by Rule 8/11/09 289,618 643,595 Active (T15A NCAC 02B .0270) Supplemental Connection of 608 1,351 Active Northeast M&HS WWTP, NCO038156 Supplemental Connection of 149 331 Active McLeansville MS WWTP, NCO038172 TOTAL 290,375 645,277 Active Footnote: I Nitrogen Transport Factor = 45% Total Phosphorus Allocation ALLOCATION AMOUNT' ALLOCATION TYPE SOURCE DATE STATUS Delivered Discharge (lb/yr) (lb/yr) Base Assigned by Rule 8/11/09 35,595 80,899 Active (T15A NCAC 02B .0270) Supplemental Connection of 90 205 Active Northeast M&HS WWTP, NCO038156 Supplemental Connection of 23 52 Active McLeansville MS WWTP, NCO038172 TOTAL 35,708 81,156 Active Footnote: I Phosphorus Transport Factor = 44% PART I, Page 11 of 18 Permit No. NCO047384 (b.) Upon receipt of the Engineer's Certification after completion of the 56 MGD expansion and upon rescission of the North Buffallo Creek Wastewater Treatment Plant permit (NC0024325), the allocations for the T.Z. Osborne WWTP shall be as follows: Total Nitrogen Allocation ALLOCATION AMOUNT ALLOCATION TYPE SOURCE DATE STATUS Delivered Discharge (lb/Yr) (lb/Yr) Base Assigned by Rule 8/11/09 289,618 643,595 Active (TZ Osborne) (T15A NCAC 02B .0270) Supplemental Connection of 608 1,351 Active Northeast M&HS WWTP, NCO038156 Supplemental Connection of 149 331 Active McLeansville MS WWTP, NCO038172 Supplemental Connection of N. Buffalo WWTP (NC0024325) 110,698 245,996 Active TOTAL 401,072 891,272 Active Footnote: I Nitrogen Transport Factor = 45 % Total Phosphorus Allocation ALLOCATION AMOUNT ALLOCATION TYPE SOURCE DATE STATUS Delivered t Discharge (lb/vr) (lb/yr) Base Assigned by Rule 8/11/09 35,595 80,899 Active (TZ Osborne) (T15A NCAC 02B .0270) Supplemental Connection of 90 205 Active Northeast M&HS WWTP, NCO038156 Supplemental Connection of 23 52 Active McLeansville MS WWTP, NCO038172 Supplemental Connection of N. Buffalo WWTP (NC0024325) 13,591 30,889 Active Total 49,299 :::11:2,00�44ktive Footnote: I Phosphorus Transport Factor = 44% (c.) Any addition, deletion, or modification of the active allocation(s) listed above (other than to correct typographical errors) or any change of allocation to active status shall be considered a major modification of this permit and shall be subject to the public review process afforded such modifications under state and federal rules. PART 1, Page 12 of 18 Permit No. NCO047384 A.(8.) ANNUAL LIMITS FOR TOTAL NITROGEN AND TOTAL PHOSPHORUS (a.) Total Nitrogen (TN) and Total Phosphorus (TP) allocations and load limits for NPDES dischargers in the Jordan Lake watershed are annual loads and apply on a calendar year basis. (b.) For any given calendar year, the Permittee shall be in compliance with the annual TN (or TP) Discharge Load limit in this Permit if: (i.) the Permittee's annual TN (or TP) Discharge Load is not greater than the effective limit, or (ii.) the Permittee is a Co-Permittee Member of a compliance association. (c.) The TN (or TP) limit in this Permit may be modified as the result of allowable changes in the Permittee's allocation. (i.) Allowable changes include those resulting from purchase of TN (or TP) allocation from an authorized mitigation banker, the Ecosystem Enhancement Program, or other source allowed under applicable regulations; purchase, sale, trade, or lease of allocation between the Permittee and other dischargers; regionalization; and other transactions approved by the Division. (ii.) The Permittee may request a modification of the TN (or TP) limit in this Permit to reflect allowable changes in its allocation(s). (A) Upon receipt of timely and proper application, the Division will modify the permit as appropriate and in accordance with state and federal program requirements. (B) Changes in TN (or TP) limits become effective on January 1 of the year following permit modification. The Division must receive application no later than August 31 for changes proposed for the following calendar year. (iii.) Any requests for modification should be sent to: NCDENR/ DWR/ NPDES Programs Attn: Jordan Lake Watershed Coordinator 1617 Mail Service Center Raleigh, NC 27699-1617 (d.) If the Permittee is a member and co-permittee of an approved compliance association on January 1 of a given year, its TN and TP discharges during that year are governed by that association's group NPDES permit and the limits therein. (i.) The Permittee shall be considered a Co-Permittee Member for any given calendar year in which it is identified. as such in Appendix A of the association's group NPDES permit. (ii.) Association roster(s) and members' TN and TP allocations will be updated annually and in accordance with state and federal program requirements. (iii.) If the Permittee intends to join or leave a compliance association, the Division must be notified of the proposed action in accordance with the procedures defined in the association's NPDES permit. (A) Upon receipt of timely and proper notification, the Division will modify the permit as appropriate and in accordance with state and federal program requirements. (B) Membership changes in a compliance association become effective on January 1 of the year following modification of the association's permit. (e.) The TN and TP monitoring and reporting requirements in this Permit remain in effect throughout the term of the Permit and are not affected by the Permittee's membership in a compliance association. PART I, Page 13 of 18 Permit No. NCO047384 A.(9.) CALCULATION AND REPORTING OF NUTRIENT LOADS The Permittee shall calculate and report monthly and annual nutrient loads for the T.Z. Osborne (NC0047384) and North Buffalo Creek (NC0024325) WWTPs as follows: (a.) Calculation of Discharge Loads: The Permittee shall calculate monthly and annual discharge loads for each facility as follows: (i.) Monthly Discharge Load (lb/mo, TN or TP) = TN (or TP) x TMF x 8.34 where: TN (or TP) = the average Total Nitrogen (or Total Phosphorus) concentration (mg/ L) of the composite samples collected during the month TMF = the Total Monthly Flow of wastewater discharged during the month (MG/mo) 8.34 = conversion factor, from (mg/L x MG) to pounds (ii.) Annual Discharge Load (lb/yr, TN or TP) = Sum of the 12 Monthly TN (or TP) Loads for the calendar year (b.) Calculation of Delivered Loads: (i.) When necessary to satisfy conditions A.(1.) and A.(3.) of this permit, the Permittee shall calculate delivered loads as follows: (A) Individual, Annual Delivered Load (lb/yr, TN or TP) = Annual Discharge Load (lb/yr, TN or TP) x TF where TF = Transport Factor, as follows: PERMIT FACILITY TFTN TFTP NCO047384 T.Z. Osborne WWTP 45% 44% NCO024325 North Buffalo Creek WWTP 43% 42% (B) Combined Annual Delivered Load (lb/yr) = Sum of the facilities' Individual Annual Delivered TN (or TP) Loads for the calendar year (c.) Reporting of Monthly Discharge Load: The Permittee shall report each facility's monthly TN and TP discharge loads in that facility's discharge monitoring report. (d.) (i) Reporting of Annual Combined Delivered Loads: In any calendar year in which conditions A.(1.) and A.(3.) of this permiit apply, the Permittee shall report the calendar year's combined delivered loads with the T.Z. Osborne WWTP's December report for that year and shall append the report with a summary of monthly loads and calculations. The reported annual and monthly Combined Delivered Loads should be labeled appropriately. (ii) Reporting of Annual Discharge Loads: Beginning with the first full calendar year in which condition A.(2.) of this permit becomes effective, the Permittee shall report each calendar year's discharge loads with its December report for that year and shall append the report with a summary of monthly loads and calculations. The reported annual and monthly Discharge Loads should be labeled appropriately. PART I, Page 14 of 18 Permit No. NCO047384 A.(10.) NITROGEN OPTIMIZATION PLAN On February 17, 2010 the City of Greensboro submitted a plan to optimize the reduction of nitrogen in its wasterwater discharges. It is expected that the City of Greensboro will implement these measures and continue to evaluate its treatment facilities and operational processes to make reasonable efforts to reduce nitrogen discharges until process improvements are completed. A.(11.) MERCURY MINIMIZATION PLAN (MMP) The permittee shall develop and implement a Mercury Minimization Plan (MMP) during this permit term. The MMP shall be developed by December 29, 2014, and shall be available for inspection on -site. A sample MMP was developed through a stakeholder review process and has been placed on the Division website for guidance (ht!p://portal.ncdenr.org/web/­­wq/­`swp/ps/­npdes, under Model Mercury Minimization Plan). The MMP should place emphasis on identification of mercury contributors and goals for reduction. Results shall be summarized and submitted with the next permit renewal. A.(12.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and specify that, if a state does not establish a system to receive such submittals, then permittees must submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates that these regulations will be adopted and is beginning implementation in late 2013. 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 [Supersedes Section D. (2.) and Section E. (5.) (a)] Beginning no later than March 30, 2015, the permittee shall begin reporting 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 sununarized 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 / DWR / Information Processing Unit ATTENTION: Central Files / eDMR 1617 Mail Service Center Raleigh, North Carolina 27699-1617 PART I, Page 15 of 18 Permit No. NCO047384 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. Requests for temporary waivers from the NPDES electronic reporting requirements 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 using eDMR. Temporary waivers shall be valid for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted electronically to the Division unless the permittee re -applies for and is granted a new temporary waiver by the Division. Information on eDMR and application for a temporary waiver from the NPDES electronic reporting requirements is found on the following web page: http://portal.ncdenr.org/web/wq/admin/bog/ipu/edrnr 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. 2. Signatory Requirements [Supplements Section B. (11.) (b) and supersedes Section B. (11.) (d)] 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://portal.ncdenr.org/web/wq/admin/bog/ipu/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 certifij, 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." 3. Records Retention [Supplements Section D. (6.)] 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]. PART I, Page 16 of 18 Permit No. NCO047384 A. (13.) REOPENER FOR 1,4-DIOXANE This permit may be reopened and modified in the future to include 1,4-dioxane monitoring and/or reduction measures, if the wastewater discharge is identified as contributing to violations of surface water quality standards. PART I, Page 17 of 18 Permit No. NCO047384 PART I, Page 18 of 18