Loading...
HomeMy WebLinkAboutNC002644_Modification_20181017 0. Mir , sr '4W-1N' ‘.5:%. U'.c - * ' �� _ Y;`: ROY COOPER NORTH CAROLINA Governor Environmental Quality MICHAEL S.REGAN Secretary' LINDA CULPEPPER Inrerfm Director October 17,2018 Mr. Bryan Thompson,Town Manager Town of Siler City P.O. Box 769 Siler City,North Carolina 27344-0769 Subject: NPDES Permit Modification Permit Number NC0026441 Siler City WWTP Chatham County Grade IV Biol.WPCS,SIC 4952 Dear Mr. Thompson: Per our letter of June 8,2017,the Division has determined that cause exists to reopen and modify Siler City's NPDES permit to add nitrogen limitations and related conditions.The draft permit and fact sheet are enclosed for your review and comment. Please review these carefully to ensure you understand the proposed changes. At this time,the Division is submitting a notice to one or more newspapers of general circulation in the Chatham County area,inviting public comment on the draft permit. The notice is scheduled for publication on or about October 19th.The 30-day public comment period begins upon publication and should extend through Monday,November 19th. Following the close of the comment period,the Division will consider all pertinent comments received before taking final action on the proposed permit. Please provide any comments you have regarding the draft permit to this office,in writing,no later than Monday,November 19th. Comments should be addressed to my attention at either NCDEQ/ DWR,WQ Permitting Section,1617 Mail Service Center,Raleigh,NC,27699-1617;or at mike.templeton@ncdenr.gov. The draft permit includes the following changes to the Town's current permit: 15_E c f?) 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 NPDES Permit Modification Permit Number NC0026441 October 17,2018 • Special Condition A.(1.)now includes an annual TN limit of 73,058 lb/yr,to become effective no later than January 1,2023. This limit is equivalent to a concentration of 6.0 mg/L TN at 4.0 MGD,or 200.2 lb/day TN. • A new Special Condition A.(10.) establishes schedules for conducting a nitrogen optimization study and for achieving compliance with the TN limit,either through optimization measures or plant process improvements. The schedules are based on the timeline proposed by the Town. • A new Special Condition A.(11.) sets forth requirements for the nitrogen removal optimization study and for reporting the results. Upon Division acceptance,the Town will fully implement the selected measures until the plant process improvements are completed. • A new Special Condition A.(12.) specifies how annual mass loads are to be calculated The attached draft permit includes the cover pages,location map,and special conditions (Part I) of the permit. The NPDES standard conditions (Parts II,III,and IV) are not included but can be viewed online or downloaded at https://bit.ly/2BZ4xxx. These standard conditions are the same as in your current permit except that agency and division names have been updated. If you have any questions concerning the draft permit,please contact me at(919) 707-3603 or at mike.templeton@ncdenr.gov. Sincerely, Michael E.Templeton,P.E. Water Quality Permitting Section Enclosure: Draft Permit and Fact Sheet,NC0026441 Copies(with end.): NPDES Files eCopies(with end.): David Honeycutt,McGill Engineers Forrest Westall,McGill Engineers NPDES Permitting Section,EPA Region N Danny Smith,Raleigh Regional Office,Surface Water Protection Nora Deamer,Basin Planning Branch Maureen McKinney,Wastewater Operator Certification Group Susan Meadows,Water Sciences Section DRAFT DEQ/DWR FACT SHEET FOR NPDES PERMIT MODIFICATION NPDES No.NC0026441 FACILITY INFORMATION Permittee: Siler City Permittee Address: P.O. Box 769,Siler City,NC 27344-0769 Facility Name: Siler City WWTP Facility Address: 370 Waste Treatment Pond Road Facility County: Chatham Permitted Flow: 4.0 MGD Facility Status: Existing Waste Type: Municipal(domestic and industrial) WWTP Grade: WW-IV Facility Type: Municipal,with Full Pretreatment/LTMP SIC Code(s): 4952 WATERBODY INFORMATION ADDITIONAL INFORMATION Waterbody Name: Loves Creek River Basin: Cape Fear Classification: C Regional Office: Raleigh Subbasin: 03-06-02 USGS Topo Quad: E21NW HUC8/12: 03030003/0503 Permit Action: Reopening/Modification Drainage Area (mi2): 7.9 Permit Writer: Mike Templeton Assessment Unit: 17-43-1Oc Date: October 17,2018—Draft Permit 7Q10 S/W(cfs): 0.25/0.4 Average Flow(cfs): 8.7 Listed: Biological integrity(benthos) • Chl-a(Rocky River,downstream) IWC(%): 96.1% I. PERMIT ACTION The Division is reopening and proposes to modify permit NC0026441 for the Siler City Wastewater Treatment Plant(WWTP)to incorporate effluent limits for total nitrogen(TN)and associated control requirements and compliance schedules. This Fact Sheet describes the permitted facility,wastewater nutrient sources,receiving streams,and current nutrient requirements;the proposed terms and conditions of the permit and the rationale for the proposed changes;and the schedule and process for accepting and considering public comments prior to the Division's final decision on the permit. II. BACKGROUND INFORMATION A. Facility and Permit Overview Siler City owns and operates the Siler City WWTP,a 4.0 MGD activated sludge treatment plant. Treatment units include bar screens,grit removal,influent pump station,flow equalization basin (2.0 MG),dual oxidation ditches (2.015 MG each)with surface jet aeration,dual flocculating clarifiers (90' 0)with chemical addition,four effluent filters,chlorine contact chamber,and dechlorination. Solids are aerobically digested and removed as liquid sludge after thickening. The Siler City WWTP has long treated a combination of high-strength wastewaters from two poultry processing facilities (Pilgrim's Pride and Townsend Poultry)and its own municipal wastes.The plant was designed to treat these mixed wastes and comply with the discharge limits for BOD5, ammonia nitrogen(NH3-N),and total phosphorus(TP)presented in Table 1. DRAFT Table 1.Existing Effluent Limitations(Partial List) PARAMETER EFFLUENT LIMITATIONS Monthly Average Weekly Average BODS (April 1-Oct 31) 5.0 mg/L 7.5 mg/L (Nov 1—March 31) 10.0 mg/L 15.0 mg/L NH3 as N (April 1-Oct 31) 1.0 mg/L 3.0 mg/L (Nov 1—March 31) 2.0 mg/L 6.0 mg/L Total Phosphorus (April 1—Sept30)* 0.5 mg/L(quarterly average) (Oct 1—March 31)* 2.0 mg/L(quarterly average) Total Nitrogen Monitor Only *Timeframes were modified to accommodate quarterly limits. The permit has not included TN limits;thus,the plant was not designed with denitrification for nitrogen removal. B.Receiving Waters The plant discharges treated wastewaters to Loves Creek,which flows 0.4 mile to the Rocky River and then to the Cape Fear River.The IWC at Loves Creek is 96.1% (7Q1OS=0.25 cfs/0.16 MGD). Although the plant has generally complied with its BOD5,NH3-N,and TP limits,a 2011 evaluation by the Division found that • high nitrogen levels in its discharge(31.5 mg/L average,2004-2008)were resulting in high nitrogen concentrations downstream in Loves Creek and further downstream in the Rocky River,and • the high levels of nitrogen likely contributed to the excess aquatic plant and algal growth observed in the Rocky River downstream of the WWTP and chlorophyll-a violations at Woody's Dam. The locations and median TN concentrations at the monitoring sites are shown in Figure 1. Figure 1.Water quality monitoring sites }}} 66900000 Rocky River-Upstream 2009:December 2019 Medlan4ofel Nitrogen•b9 moll. t c N ce. 68920000 Loves Creek-Downstream AprIl 2909-December 2010 Median Total Nltrbpen•18 07 mg/L B5890000 Love.Creek•Upstream Median To Decorator 2010 AprI1sn Total Nitrogen•10 m91L 66980000 Rocky River-Downstream April 2009-December 2010 Median Total Nitrogen•7.77 mgIL • u.e 5. 680011000 Rocky River--10 Miles Damatream April 2009-December 2010 Median Total Nitrogen•179 mglL mom'^ Woody's Dam Legend dune-September 2009 Median CNorophylla•49 0 u90. .� p swceywwre b 2 Len ~� Uondsnn98de e i w•ea, 20100npared Water *"9•1c 4 �r \ l \i".." � Woody's Dam Lake(Reaves Lake)was found to be impaired due to the chlorophyll-a violations and was added to the state's 303(d)list of impaired waters,where it remains. (The lake was drained in the summer of 2017,and the dam is scheduled for demolition.)Other impoundments in the Middle Fact Sheet—NPDES Permit Modification Siler City WWTP—NC0026441 Page 2 DRAFT Cape Fear watershed,such as the Cape Fear River behind Buckhorn Dam,have also shown signs of nutrient impacts from a variety of upstream sources and have been added to the 303(d)list. The Division has not yet conducted nutrient studies in the watershed necessary to develop a comprehensive nutrient management strategy.The Division's Scientific Advisory Council is beginning work on water quality criteria for nutrients.However,that process is just beginning,and results could still be several years away. Thus,while there is a clear need to control Siler City's nitrogen discharge in order to protect designated uses in Loves Creek and downstream waters,it has not yet been determined what numeric nutrient limits are necessary and sufficient to protect water quality. C.Projected Nitrogen Increases;Permit Action The Division's report(April 2011)recommended that total nitrogen limits representing best available technology be added to the permit at its 2011 renewal.However,the need for the limits changed.Pilgrim's Pride had already closed its facility(May 2008),Townsend Poultry closed in October 2011,and neither plant was expected to reopen in the foreseeable future.Without these industrial inputs,effluent TN concentrations from the WWTP declined significantly. Rather than add TN limits to the Town's permit,the Division added a reopener condition that provided for the addition of nutrient limits if needed in the future.Special Condition A.(3.),Nutrient Reopener,requires the Town to notify the Division if it intends to accept new industrial wastes with nutrients greater than typical domestic wastes(40 mg/L TN,5 mg/L TP).It then authorizes the Division to reopen the permit to add supplemental nutrient limits as necessary. In May 2016,Siler City announced that Mountaire Farms Inc.would operate a new poultry processing facility at the former Townsend Poultry site.Per Condition A.(3.)of its permit,the Town notified the Division on December 9,2016,that it intended to accept wastewater from the industry beginning in early 2019.Per its permit,the Town conducted a treatability analysis to evaluate the impact of Mountaire Farms' initial(Phase 1)production levels on the Town's discharge.It later conducted a second analysis to examine the impacts at full production(Phase 2). Mountaire Farms will employ dissolved air floatation to reduce solids,organic wastes,and fats,oils and grease prior to discharging to the Town's treatment plant.However,the pretreatment system is not designed to remove total nitrogen. The Town estimates that,with the addition of the pretreated poultry wastes,its plant's nitrogen discharge will likely return to previous(2004-2008)levels or greater and impact the receiving waters as before unless significant controls are implemented.The Town's effluent TN concentrations are predicted to be 30 mg/L in Phase 1 and 38 mg/L at Phase 2. The Division notified the Town by letter on June 8,2017,that it planned to reopen the permit to address the nutrient issues.These proposed modifications are the result of that action. III. RATIONALE FOR PROPOSED MODIFICATIONS The reintroduction of poultry processing wastewaters presents several issues.The expected increase in the Town's nitrogen discharge raises significant concerns about downstream water quality.The lack of a definitive treatment standard means that a chosen TN limit could either result in insufficient nutrient removal if too lenient or unnecessary expense to the Town if too stringent,or both. A tiered strategy emerged from discussions between the Division and the Town.It provides a balanced approach for addressing these issues: 1. The Town will evaluate operational and low-cost measures in order to optimize the existing plant's removal of nitrogen in the near term. 2. If it finds the plant can consistently meet its TN limit by these simpler means,the Town will implement these measures rather than upgrade the plant. Fact Sheet—NPDES Permit Modification Siler City WWTP—NC0026441 Page 3 DRAFT 3. If the results are less successful,the Town will: • upgrade the plant as soon as reasonably possible to meet its annual TN Load limit and • complete the optimization study and implement the selected measures while the plant upgrade is underway.A 30% reduction of TN would prevent the Town's effluent loads from surpassing historic levels and so will serve as a working target. The result of this strategy will be that,by the start of 2023,the nitrogen loads from the Town's expanded plant will not exceed its current municipal-only discharge loads (that is,with no poultry processing wastewaters).Loads will most likely increase in the interim,while plant improvements are underway,but the optimization of plant performance will serve to offset that increase to some degree. The Town's TN loads for past,present,and estimated future discharges are summarized below and illustrated in Figure 2. • From January 2005 through December 2007,when the Pilgrim's Pride and Townsend Poultry facilities were both operational,the Siler City WWTP discharged an average of 32 mg/L TN at 2.5 MGD,or 667 lb/day TN. • From February 2016 through August 2017,after both poultry plants had closed,the Town discharged an average of 14 mg/L TN at 1.77 MGD,or 202 lb/day TN. • The Town estimates that the first phase of production(0.7 MGD from Mountaire Farms)will result in an average discharge of 30 mg/L at 2.57 MGD,or 643 lb/day TN,assuming no improvements or optimization. • Mountaire Farms now expects that it will increase production much sooner(Phase 2,1.25 MGD),and the Town estimates that this will increase its discharge to 38 mg/L at 3.12 MGD, or 989 lb/day TN. • If optimization is effective,it can help offset the increased input from Mountaire Farms Figure 1 shows the results of 20% and 30% reductions. • Upgrading its existing 4.0 MGD plant to achieve 6.0 mg/L TN will result in an average design load of 200 lb/day TN at full flow. It appears that,in order to prevent the Town's discharge from exceeding historic nitrogen loads, either the Town will have to achieve greater than 30% reduction through optimization or Mountaire Farms will have to limit its production until the start of 2023,when the Town's plant upgrades come online. W. PROPOSED MODIFICATIONS Based on these considerations,the Division proposes to modify the Town's permit as follows: • In Special Condition A.(1.),add an annual TN Load limit to become effective no later than January 1,2023. TN Load = 6.0 mg/L x 4.0 MGD x 8.34 x 365 days/year = 73,058 lb/yr • Add a new Special Condition A.(10.)to establish a compliance schedule for conducting a nitrogen optimization study and interim plant improvements necessary to meet the TN limit in Condition A.(1.);the schedule is based on the timeline proposed by the Town. • Add a new Special Condition A.(11.)to set forth requirements for a nitrogen removal optimization study and for reporting the results.Upon Division acceptance,the Town will fully implement the selected measures until the interim plant upgrades are completed. • Add a new Special Condition A.(12.)to specify how annual mass loads are to be calculated. Fact Sheet—NPDES Permit Modification Siler City WWTP—NC0026441 Page 4 DRAFT • Add Total Monthly Flow reporting requirements to Condition A.(1.) along with footnotes referencing the new special conditions. The proposed permit modification does not affect other limits or requirements of the permit. Figure 2.Comparison of Nitrogen Discharge Loads TN Loads -Siler City WWTP (lb/day) 1,200 989 1,000 791 800 692 667 643 H 600 p 514 J 450 400 202 200 200 0 Actual, 2004- Actual, 2016- Est'd w/ -20%thru -30%thru Est'd w/ -20%thru -30%thru Target,4 mgd, 2008 2017 Mountaire- optimization optimization Mountaire-full optimization optimization end of 2022 (2 poultry) (no poultry) initial Proposed Schedule for Permit Issuance: Draft Permit to Public Notice: October 19,2018 Close of Comment Period: November 19,2018 Permit Scheduled to Issue: January 1,2019 State Contact: If you have any questions on any of the above information or the attached permits,please contact Mike Templeton at(919)707-3603 or mike.templeton@ncdenr.gov. rm..) Shcct NPDLS Permit �1txIIlicuti�m Siler City WW I I)_ NC(ll h_(ill l (�aee 5 DRAFT Permit NC0026441 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 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 Town of Siler City is hereby authorized to discharge wastewater from a facility located at the Town of Siler City WWTP 370 Waste Treatment Plant Road Chatham County to receiving waters designated as Loves Creek within the Cape Fear River Basin in accordance with effluent limitations,monitoring requirements,and other conditions set forth in Parts I, II,III and IV hereof. ThisP ermit shall become effective This permit and authorization to discharge shall expire at midnight May 31,2019. Signed this day DRAFT Linda Culpepper,Interim Director Division of Water Resources By Authority of the Environmental Management Commission 26441 siler city-2018 mod-draft 20181017TrCh.docx 10/15/2018 6:24:00 PM DRAFT Permit NC0026441 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. The Town of Siler City is hereby authorized to: 1. Continue to operate and discharge from the Siler City WWTP,a 4.0 MGD wastewater treatment facility consisting of: • Automatic and manual bar screens • Grit collection unit • Influent pump station • Influent Equalization Basin(Zone 2) • Dual oxidation ditches with surface jet aeration • Flow Splitter Box o Alum feed station o Lime feed station • Dual secondary clarifiers • Dual Aerobic digesters • Return Activated Sludge • Sludge Transfer Station • Dissolved Air Flotation Unit(Used as needed) • Sludge Thickener Basin • Influent equalization or Sludge Storage Basins(Zone 3 A&B used as needed) • Four(4) tertiary filters • Filter Backwash Basin • Gaseous Chlorine Disinfection • Chlorine contact chamber • Gaseous Sulfur dioxide Dechlorination • Step-Aeration and located at 370 Waste Treatment Plant Road near Siler City in Chatham County; 2. Upon receipt of an Authorization to Construct from the Division of Water Resources,construct and operate improvements that,at a minimum, add nutrient removal capabilities;and 3. Discharge treated process and domestic wastewater from said treatment works through Outfall 001 at the location specified on the attached map into Loves Creek,which is classified as C waters in the Cape Fear River Basin. Page ii of iv DRAFT Permit NC0026441 ) , -.***7011.4\\,,,i‘ .:111!-3.W \-t_:,_1------'(--''-.: 9. ..--------- \\--1 L-- 1 '' -1-r-•,-- (:)----r-------7' ,,,,-.,.'---,.- •''';- =•••0s-3.- V :-'f,-, . _,-, c_-, •;, r 4( c-i- )_1.-----.--. ....- _,...,. ---v- \ ,,,,--, -4, __,.,t,,_ 4 ,,r th yr .? --.71'----.- • • . -"5 ..\ 1 .b) -\‘ i '' ‘-' C 1 ‘ I I €) --- --<''b,.? lir i �r, '� �- _ )` > 5,; L _.,fir v — -. - - - � __�'' 1 Outfall 001 ti, , ---!f' r �; 70 \ �� ~ l0 1� IJ u ..,.1 '' iol".4 4,,:'''.* ' ;.,.. I '2A,,,,-'• -:•• .' -_--D *--- \-\./.... ... ......-C taco. 41* -{1 -I ))----1*-*' 1 0 070.'r *4 1' ';' ' ' r i 0 1-\L n-n ' I '\*) - /. ' * ) .>° t --„efto.oce- ‘ ,.. ,,, .------- ,_, \: . " .,__,,,..,„ 0.....„0,, ,,....,......s. ...,.„ .,„,, , . _ ,,, ,........, 7--„)) „,., , -\. . ,.., . " 1,,Trip:7"'. tie--;,. 4 r‘•( , ./ ' J '(9,� it A i 1M r7u SSC. � ‘i-1----7-- �.A e 1' 6 r:,,,, Y- / ji 14pt4,1 4recteli C_ A' •'-'''.NiFft, *:.5:'iiii.400' J 10__LI#r:;_,7 r.`• __----2_J z--* w- ,-.. S'sr--\\IF" ----\' ,---); i ',/,__SC-q 77...77.-.1t. ..,“.,"74...-41 . \,••• 'Parly - _____/.. )1,:. --,_: -/z„,:_____-__,17,--3-1 ,, i "l ;�1 •fit r _ /,-I'M 7, ../.41We--NU y.- ;---- ii( 4f",,MK74T" " ,- zi--).) ,) (N' I — ----'' 3.,-- _v_t,„ .• r- ' ___,(7---- — 1/( ' - .....-- „....0- .--1_.-.,..r1;,,,"„/./ .--"")-'---/ C-. ..... . ..01 __ `Y , *-41,4, r •��� + til+ r` �ey�, y_s, \ ► f ) _,, _.(...' c(-- X) _..,,,,,,,_ _, _ 11 cam. . • � c'' --- ---� -- _ < ,..\c - - `= fes= ?kci:_k ,_,-; r----) '-' c . ..��� , . ,, ) ,,,\,,‘�� „___ 1 lig 1 �. e.,- A i N ! ! • �% I. a \`--."--\--_,,,-,...\--N,___7-,--7 _� / \ : \��t_J °rte.- -' -1 4— ,___.\>,, � \s /� i� °� jam\ I �10— / `� r f..- , s't ,\ C\ ....1. .47- . e w — Town of Siler City WWTP Facility 44111111 Latitude: 35°43'45" N State Grid/Ouad: E 21 NW/Siler City,NC Location Longitude: 79°25'42" W Permitted Flow: 4.0 MGD not to scale Receiving Stream: Loves Creek Drainage Basin: Cape Fear River Basin .. — Stream Class: C Sub-Basin: 03-06-12NPDES Permit No.NC002644 1 North xuC: 030300030503 Chatham County Page iii of iv DRAFT Permit NC0026441 PART I-MONITORING,CONTROLS,AND LIMITATIONS FOR PERMITTED DISCHARGES A.(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [15A NCAC 02B .0400 et seq.,02B.0500 et seq.] Grade IV Biological WPCS [15A NCAC 08G .0302] a. During the period beginning with the effective date and lasting until expiration,the Permittee is authorized to discharge treated wastewater through Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITS MONITORING REQUIREMENTS PARAMETERS Monthly Weekly Daily Measurement Sample Sample Average Average Maximum Frequency Type i Location Flow 4.0 MGD Continuous Recording Influent or Effluent Total Monthly Flow(MG) Monitor and Report Monthly Recording or Influent or Calculated Effluent BOD,5 day,20°C 1 Influent (April 1 thru October 31) 5.0 mg/L 7.5 mg/L 2/Week2 Composite and Effluent BOD,5 day, 20°C 1 Influent (November 1 thru March 31) 10.0 mg/L 15.0 mg/L 2/Week2 Composite and Effluent Influent Total Suspended Solids 1 30.0 mg/L 45.0 mg/L 2/Week2 Composite and Effluent NH3 as N 1.0 mg/L 3.0 mg/L Daily Composite Effluent (April 1 thru October 31) NH3 as N 2.0 mg/L 6.0 mg/L Daily Composite Effluent (November 1 thru March 31) Fecal Coliform 200/ 100 mL 400m100 2/Week2 Grab Effluent (geometric mean) Total Residual Chlorine(TRC)3 17µg/L Daily Grab Effluent Temperature(°C) Daily Grab Effluent Dissolved Oxygen Daily average > 6.0 mg/L Daily I Grab Effluent pH > 6.0 and < 9.0 standard units Daily Grab Effluent NO3-N + NO2-N(mg/L) Weekly Composite Effluent TKN(mg/L) Weekly Composite Effluent Total Nitrogen 4 Weekly Calculated Effluent TN Load 5.e Monitor and Report(lb/mo) Monthly Calculated Effluent 73,058 lb/year Annually Total Phosphorus 7 (April 1 thru September 30) 0.5 mg/L(quarterly average) Weekly Composite Effluent Total Phosphorus 7 (October 1 through March 31) 2.0 mg/L(quarterly average) Weekly Composite Effluent Total Cadmium 2.1 pg/L 15.5 pg/L Monthly8 Composite Effluent Total Copper Quarterly 8 Composite Effluent Total Zinc Quarterly 8 Composite Effluent Chloride Quarterly8 Composite Effluent Chronic Toxicity9 P/F at 90% Quarterly Composite Effluent Effluent Pollutant Scan 10 Monitor and Report Footnote 10 Footnote 10 Effluent Footnotes: 1. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value(i.e.,85%removal is required). 2. Sampling must occur on any two non-consecutive days during the calendar week(Sunday through Saturday). (Footnotes continue on next page) Part I,Page 1 of 10 DRAFT Permit NC0026441 A.(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (continued) Footnotes(continued): 3. TRC limits and monitoring requirements apply only if chlorine or chlorine derivatives are used for disinfection. The Permittee shall report all effluent TRC values reported by a NC-certified laboratory[including field- certified]. Effluent values below 50µg/L will be treated as zero for compliance purposes. 4. Total Nitrogen(TN)is defined as NO3-N+NO2-N+TKN,where NO3-N is nitrate nitrogen,NO2-N is nitrite nitrogen,and TKN is total Kjeldahl nitrogen. 5. The effective date of the TN Load limit shall be determined based on the results of the optimization study required in Special Condition A.(6.)and the compliance schedule specified in Special Condition A.(5.)but shall be no later than January 1,2023. 6. See Condition A.(7.),Calculation of Total Nitrogen Loads. 7. Compliance with the Total Phosphorus limits shall be based on a calendar-quarter average of weekly samples. 8. Sample Quarterly in conjunction with Chronic Toxicity Test. 9. Chronic Toxicity(Ceriodaphnia dubia)Pass/Fail at 90%;quarterly testing during March,June,September, December[see Condition A.(10.)]. 10. The permittee shall perform three Effluent Pollutant Scans during the term of this permit[see Condition A.(11.)]. b. Effluent shall contain no floating solids or foam visible in other than trace amounts. c. The Permittee shall notify the Division of Water Resources no later than 5 business days after its initial receipt of process wastewaters from Mountaire Farms. A.(2.) INSTREAM MONITORING REQUIREMENTS [15A NCAC 02B .0500 et seq.] During the period beginning on the effective date of the permit and lasting until expiration,the Permittee shall conduct instream monitoring as specified below: PARAMETER SAMPLE TYPE LOCATION 1 MEASUREMENT FREQUENCY 2 Dissolved Oxygen Grab LCU,LCD,RRU,RRD 3/Week(June-September), 1/Week(October-May) Temperature Grab LCU, LCD,RRU, RRD 3/Week(June-September), 1/Week(October-May) Total Phosphorus Grab LCU, LCD, RRU,RRD Monthly TKN Grab LCU, LCD, RRU,RRD Monthly NO3-N + NO2-N Grab LCU,LCD,RRU, RRD Monthly Footnotes: 1. LCU-Loves Creek,upstream of the discharge;LCD-Loves Creek,downstream of the discharge and above the confluence with the Rocky River;RRU-Rocky River,upstream of the confluence with Loves Creek;RRD-Rocky River,downstream of the confluence with Loves Creek. 11. All monitoring is required to be performed at the above-mentioned monitoring locations.Instream Monitoring may be performed by the Upper Cape Fear River Basin Association as outlined in the Memorandum of Agreement(MOA)between the association and the permittee.If so,the data is to be collected and submitted to DWR in accordance to the terms of the MOA. Should membership in this association terminate for any reason, the permittee shall immediately notify the Division's NPDES Unit in writing and resume responsibility to monitor and report the above parameters as specified in this permit. Part I,Page 2 of 10 DRAFT Permit NC0026441 A.(3.) NUTRIENT REOPENER [G.S.143-215.1(b)] In the event that Permittee proposes to accept future industrial process wastewater,in addition to that from Mountaire Farms Phase 2,and that wastewater is expected to contain concentrations of Total Nitrogen(TN) and/ or Total Phosphorus(TP) greater than typical domestic wastewater concentration(i.e. greater than 40.0 mg/L TN or greater than 5.0 mg/L TP),the Permittee shall notify the NPDES Complex Permitting Unit of the Division at 1617 Mail Service Center,Raleigh,NC 27699 and the Raleigh Regional.Office at 3800 Barrett Drive, Raleigh,NC 27609 within 30 days of knowledge that the town is considering accepting new industrial process wastewater containing excess nutrients. The notification shall contain information regarding the proposed discharge flow,composition and treatability in the Siler City WWTP. Changes in effluent characteristics may require a permit modification,so notification should be at least 180 days prior to the start of the proposed discharge. Based on information provided by the Town regarding a potential new industrial process wastewater with high nutrient concentration,and pursuant to N.C.General Statute Section 143-215.1 and the implementing rules found in Title 15A of the North Carolina Administrative Code,Subchapter 2H,specifically,15A NCAC 2H.0112(b) (1) and 2H.0114(a),and Part II,Sections B-12 and B-13 of this permit,the Director of DWR may then reopen this permit to require supplemental nutrient limits for Total Nitrogen and/ or Total Phosphorus in accordance with the current Basin Plan for the Cape Fear River Basin. A.(4.) NUTRIENT WATER QUALITY MODELING REOPENER [G.S.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 of DWR 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 or modified in this permit upon renewal. A.(5.) MERCURY MINIMIZATION PLAN (MMP) [G.S. 143-215.1(b)] The permittee shall develop and implement a mercury minimization plan(MMP) during this permit term. The MMP shall be developed by December 1,2014,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(http://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.(6.) COMPLIANCE SCHEDULE FOR TOTAL CADMIUM LIMITS [G.S. 143-215.1(b)] The effluent limits for Total Cadmium shall become effective on December 1,2015. Monitoring shall begin on the permit effective date. Effluent limits and monitoring may be deleted in the future upon written notification of the Division,if the Permittee provides updated effluent data that shows no reasonable potential to exceed applicable State water quality standards. Specifically,if 12 monthly data points for cadmium are all less than 2.0µg/ L,then the Permittee may petition the Division for removal of Total Cadmium limits and monitoring from the permit. Part I,Page 3 of 10 DRAFT Permit NC0026441 A.(7.) CHRONIC TOXICITY PERMIT LIMIT(Quarterly) [15A NCAC 02B .0500 et seq.] The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to at an effluent concentration of 90%. The permit holder shall perform at a minimum,quarterly 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 March,June,September and December. 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,DWQ Form AT-3 (original)is to be sent to the following address: Attention: North Carolina Division of Water Resources Environmental Sciences Section 1621 Mail Service Center Raleigh,North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental 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 Environmental 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. If the Permittee monitors any pollutant more frequently than required by this permit,the results of such monitoring shall be included in the calculation&reporting of the data submitted on the DMR&all AT Form submitted. 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 4 of 10 D R FT Permit NC0026441 A.(8.) EFFLUENT POLLUTANT SCAN � [G.S.143-215.1(b)] a. 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-chioroisopropyl)ether Dissolved oxygen 1,2-dichloropropane Bis(2-ethyihexyl) phthalate Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate Oil and grease Methyl bromide 2-chloronaphthalene Phosphorus Methyl chloride 4-chlorophenyl phenyl ether Total dissolved solids Methylene chloride Chrysene Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate Antimony Tetrachloroethylene Di-n-octyl phthalate Arsenic Toluene Dibenzo(a,h)anthracene Beryllium 1,1,1-trichloroethane 1,2-dichlorobenzene Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene Chromium Trichloroethylene 1,4-dichlorobenzene Copper Vinyl chloride 3,3-dichlorobenzidine Lead Acid-extractable compounds: Diethyl phthalate Mercury(EPA Method 1631E) P-chloro-m-cresol Dimethyl phthalate Nickel 2-chlorophenol 2,4-dinitrotoluene Selenium 2,4-dichiorophenol 2,6-dinitrotoluene Silver 2,4-dimethylphenol 1,2-diphenylhydrazine Thallium 4,6-dinitro-o-cresol Fluoranthene• Zinc 2,4-dinitrophenol Fluorene Cyanide 2-nitrophenol Hexachlorobenzene Total phenolic compounds 4-nitrophenol Hexachlorobutadiene Volatile organic compounds; Pentachlorophenol Hexachlorocyclo-pentadiene Acrolein Phenol Hexachloroethane Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene Benzene Base-neutral compounds; Isophorone Bromoform Acenaphthene Naphthalene Carbon tetrachloride Acenaphthylene Nitrobenzene Chlorobenzene Anthracene N-nitrosodi-n-propylamine Chlorodibromomethane Benzidine N-nitrosodimethylamine Chloroethane Benzo(a)anthracene N-nitrosodiphenylamine 2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene Chloroform 3,4 benzofluoranthene Pyrene Dichlorobromomethane Benzo(ghi)perylene 1,2,4-trichlorobenzene 1,1-dichloroethane Benzo(k)fluoranthene 1,2-dichloroethane Bis(2-chioroethoxy) methane b. Reporting. Test results shall be reported on DWR Form-A MR-PPA1 (or in a form approved by the Director)by December 31st of each designated sampling year. The report shall be submitted to the Division at the following address: Part I,Page 5 of 10 DRAFT Permit NC0026441 North Carolina Division of Water Resources Central Files 1617 Mail Service Center Raleigh,North Carolina 27699-1617 c. Additional Toxicity Testing Requirements for Municipal Permit Renewal. Please note that Municipal facilities that are subject to the Effluent Pollutant Scan requirements listed above are also subject to additional toxicity testing requirements specified in Federal Regulation 40 CFR 122.21(j)(5). The US EPA requires four(4)toxicity tests for a test organism other than the test species currently required in this permit. The multiple species tests should be conducted either quarterly for a 12-month period prior to submittal of the permit renewal application,or four tests performed at least annually in the four and one half year period prior to the application. These tests shall be performed for acute or chronic toxicity,whichever is specified in this permit. The multiple species toxicity test results shall be filed with the Aquatic Toxicology Branch at the following address: North Carolina Division of Water Resources Water Sciences Section/Aquatic Toxicology Branch 1621 Mail Service Center Raleigh,North Carolina 27699-1621 d. Contact the Division's Aquatic Toxicology Branch at 919-743-8401 for guidance on conducting the additional toxicity tests and reporting requirements. Results should also be summarized in Part E (Toxicity Testing Data)of EPA Municipal Application Form 2A,when submitting the permit renewal application to the NPDES Permitting Unit. A.(9.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS P.S.143-215.10D)] Federal regulations require electronic submittal of all discharge monitoring reports (DMRs)and program reports.The final NPDES Electronic Reporting Rule was adopted and became effective on December 21,2015. NOTE: This special condition supplements or supersedes the following sections within Part II of this permit (Standard Conditions for NPDES Permits): • Section B. (11.) Signatory Requirements • Section D. (2.) Reporting • Section D. (6.) Records Retention • Section E. (5.) Monitoring Reports 1. Reporting Requirements[Supersedes Part II,Section D. (2.) and Section E. (5.)(a)1 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 Part I,Page 6 of 10 DRAFT Permit NC0026441 A.(9.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS (cont.) 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. 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:https://www.federalregister.gov/documents/2015/10/22/2015-24954/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 Part I,Page 7 of 10 DRAFT Permit NC0026441 A.(9.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS (cont.) 4. Signatory Requirements [Supplements Part II,Section B. (11.)(b) and Supersedes Section B. (11.)(d)1 All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II, Section B. (11.)(a)or by a duly authorized representative of that person as described in Part II,Section B. (11.)(b).A person,and not a position,must be delegated signatory authority for eDMR reporting purposes. For eDMR submissions,the person signing and submitting the DMR must obtain an eDMR user account and login credentials to access the eDMR system. For more information on North Carolina's eDMR system,registering for eDMR and obtaining an eDMR user account,please visit the following web page: http://deq.nc.gov/about/divisions/water-resources/edmr Certification.Any person submitting an electronic DMR using the state's eDMR system shall make the following certification[40 CFR 122.22].NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "I certify,under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief true,accurate,and complete.I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." 5. Records Retention[Supplements Part II,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.(10.) COMPLIANCE SCHEDULE FOR TOTAL NITROGEN LIMIT [G.S.143-215.1(b)] a. The Permittee shall comply with the Total Nitrogen limits in Special Condition A.(1.)in accordance with the following schedule.See also Condition A.(11.),Nutrient Removal Improvements. b. Schedule of Interim and Final Actions. Due Date Due Date Scheduled Action (Optimization) (Upgrades) Start — Actual start date of Mountaire Farms discharge to Siler City WWTP. - - --- ----- --------- --- - -- - - ----- -- --- -- ----------- -- -- - ------- - -- --- Start+3 months — Complete acclimation period,begin nitrogen optimization study. -- ---- ------ - - --- ---- - -- -------------- ------- —---- -------------------- -- - ---- -----—--- Start+ 13 months — Complete nitrogen optimization study per Condition A.(11.). Start+ 19 months — Evaluate results of study,prepare study report,including methods,findings,and recommendations,and submit to DWR for review. Start+ 22 months — Upon acceptance of report by DWR,implement optimization measures immediately per DWR's written acceptance. Alternative 1: If the accepted study concludes that optimization measures are sufficient to meet the TN limit in Condition A.(1.)and plant improvements requiring an Authorization to Construct are not necessary,continue to implement optimization measures as accepted and: - ---- --- - - - -- - -- - - -- -- - - - --- - - - - --- - -- - — 1/1/2023 Comply with the TN limit. - - ----- - -- - - - - ----- - - - ----- --- ---- -- - - -- -------------- --- - - - - --- - -- ---------- Compliance schedule ends,Alternative.1. Alternative 2: If the optimization study indicates that plant improvements requiring an Authorization to Construct are necessary to meet the TN limit in Condition A.(1.),continue to implement optimization measures as accepted and: - - - - - -- - - - - - - - --- - - -- - -- - - --- - - 4/1/2021 Complete design of the improvements and apply for Authorization to Construct permit from DWR&/or DWI. - -- -- - - - - - -- --- -- - ---- -- ------ - - -- - -- ----- ---- Part I,Page 8 of 10 DRAFT Permit NC0026441 Due Date Due Date (Optimization) (Upgrades) Scheduled Action — 8/1/2021 Obtain Authorization to Construct permit. — 10/1/2021 Advertise and award contract. — 10/1/2022 Complete construction of improvements. — 1/1/2023 Comply with TN limits. _ _ Compliance schedule ends,Alternative 2. c. No later than 14 calendar days following a due date in the above schedule of compliance,the Permittee shall provide written notification of its progress to the Division of Water Resources.If an action is not completed by the specified date,the Permittee shall also describe the cause of noncompliance and any steps planned or taken to comply with the remainder of the schedule. d. For the purposes of this condition,written submittals or notification to the Division should be sent to the following addresses: NC DEQ/ Division of Water Resources NC DEQ/ Division of Water Resources NDPES Wastewater Programs Raleigh Regional Office Attn: Julie Grzyb,Supervisor Attn: Danny Smith,Supervisor 1617 Mail Service Center 3800 Barrett Drive Raleigh,NC 27699-1617 Raleigh,NC 27609 A.(11.) TREATMENT OPTIMIZATION-TOTAL NITROGEN [G.S. 143-215.1(b)] a. The Permittee shall undertake a study to evaluate the ability of operational changes and other low-cost measures to reduce its TN discharge load when treating process wastewaters from the Mountaire Farms facility along with its municipal wastes. b. Performance Targets. The initial aim of the study is to determine if optimization of the existing plant can achieve an effluent TN concentration of 6.0 mg/L or less when treating process wastewaters from Mountaire Farms.If the plant cannot consistently achieve 6.0 mg/L,the aim of the study will then be to determine what concentration it can achieve;the working target in this case is 30% reduction of TN loads through the plant. c. The Permittee shall complete this study and submit a report to the Division according to the schedule in Condition A.(10.),Schedule of Compliance-Total Nitrogen. d. Study Report. The Permittee shall provide a brief written report of its findings to the Division at the addresses below.The report shall include,at a minimum,the following information: i. A description of the approaches chosen for evaluation and the rationale for their selection; ii. A summary of the methods used and the findings of the study,including the effectiveness of each alternative approach; iii. A budgetary estimate of the potential costs of implementing each alternative found to be effective; iv. The estimated effluent TN concentrations and loads that the existing plant can reasonably and consistently achieve using these methods;and v. A proposal describing the methods the Permittee proposes to use to minimize its effluent TN loads and indicating whether plant improvements are necessary to meet its TN limits. e. For the purposes of this condition,written submittals or notification to the Division should be sent to the addresses in Condition A.(10.)(d.). f. Upon the Division's request,the Permittee shall make available any monitoring results or other information relevant to this evaluation. Part I,Page 9 of 10 DRAFT Permit NC0026441 A.(12.) CALCULATION OF TOTAL NITROGEN LOADS a. The Permittee shall calculate monthly and annual TN Loads as follows: i. Monthly TN Load(lb/mo) =TN x TMF x 8.34 where: TN = the average Total Nitrogen 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 TN Load (lb/yr) =Sum of the 12 Monthly TN Loads for the calendar year b. The Permittee shall report monthly Total Nitrogen results (mg/L and lb/mo)in the appropriate discharge monitoring report for each month and shall report each year's results (1b/yr)with the December report for that year. Part I,Page 10 of 10