Loading...
HomeMy WebLinkAboutNC0025348_Permit Issuance_20131101.s I�CDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder John E. Skvarla, III Governor Director Secretary November 1, 2013 Mr. Michael R. Epperson City Manager P.O. Box 1129 New Bern, North Carolina 28563-1129 Subject: NPDES Final Permit Permit NCO025348 New Bern WWTP and WTP Craven County Class IV Facility Dear Mr. Epperson: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES 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). The final permit contains the following changes from your previous permit: Outfall 002: Following the Mercury Permitting Guidance for the implementation of the Statewide Mercury TMDL mercury data was reviewed to determine the need for a limit or a Mercury Minimization Plan. A mercury limit will not be required for your facility but you have to develop a Mercury Minimization Plan. See Condition A.(12.) for the MMP requirements. As a result of a reasonable potential analysis monitoring for selenium, total phenols, total copper, total silver, total zinc and cyanide were eliminated from your monitoring requirements. 1617 Mail Service Center, Ralegh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-6492 Internet www.ncwatenlualkom -�FCFIVED NOV 0 5 2013 ✓rn I Cn Wunu l 16tCTI0N `'10UATInM oROCF,9gINr, UNIT VWoCarolinane ffra!!rff An Equal Opportunity 1 Affirmative Action Employer a City of New Bern November 1, 2013 Page 2 of 3 Outfall 003: ■ As a result of a reasonable potential analysis monitoring for total lead, total zinc and total copper were eliminated from your monitoring requirements. • As a result of statistical analysis of the data, monitoring for fluoride, total manganese, total iron, total nitrogen and total phosphorus were eliminated from your monitoring requirements. ■ Monitoring frequencies were modified according to the DWR WTP permitting guidance. Outfall 004: • This outfall was removed from the permit. Outfalls 005: ■ This outfall was added to the permit to monitor the flow to the quarry. Outfall 006: • This outfall was added to the pemut to monitor the total nitrogen load going to the Neuse River. The following changes to the draft permit are included in the final permit: Outfall 006: • Condition A.(5.) was modified to provide more detail on the credit allowance and the schedule to develop the methodology to estimate future credits. In addition please note that a special condition was added to your permit including requirements for electronic reporting. 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. The requirement to begin reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report (eDMR) internet application has been added to your final NPDES permit. [See Special Condition A. (14.)] For information on eDMR, registering for eDMR and obtaining an eDMR user account, please visit the following web page: htti)://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr. For information on EPA's proposed NPDES Electronic Reporting Rule, please visit the following web site: http://www2.epa.gov/compliance/proposed-nodes-electronic-reporting-rule. rp�. r City of New Bem November 1, 2013 Page 3 of 3 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 permits that may be required. If you have any questions concerning this permit, please contact Teresa Rodriguez at telephone number (919) 807-6387 or at email Teresa.rodriguez@ncdenr.gov. (Sincerely, V Thomas A. Reeder cc: NPDES Files Central Files Washington Regional Office / Surface Water Protection Section EPA Region 4 (e-copy) ESS/Ecosystems Unit, Attn. Carrie Ruhlman (e-copy) Aquatic Toxicology Unit (e-copy) Permit NCO025348 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 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 City of New Bern is hereby authorized to discharge wastewater from facilities located at the New Bern Wastewater Treatment Plant NCSR 1404, Craven County and New Bern Water Treatment Plant NC Highway 55, Craven County to receiving waters designated as the Neuse River in the Neuse River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. This permit shall become effective.......................................................................................... December 1, 2013 This permit and the authorization to discharge shall expire at midnight on ........................... June 30, 2018 Signed this day ..................November 1, 2013 Thdmas A. Reeder, Director Division of Water Resources By Authority of the Environmental Management Commission Permit NC0025348, 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 City of New Bern is hereby authorized to: 1. Continue to operate the existing wastewater treatment plant, which is approved for an average design flow of 6.5 MGD through internal outfall 002 and consists of: • Influent flow meter • Automatic and manual bar screen • Grit removal • Flow splitter box • 4 anaerobic basins • 2 anoxic basins • 2 oxidation ditches with 2 mixers each • 2 secondary anoxic basins • 2 reaeration basins • Secondary flow sputter box • 2 clarifiers • 3-cell tertiary filter • Flash mix tank • 2 chlorine contact tanks with liquid chlorine • Dechlorination with sodium bisulfite • Reaeration basin with 2 discharge basins • 2 effluent flow meters • Diffuser • 3 aerated sludge tanks • Filter press • Pasteurization (lime and heat) vessel • sludge storage area This facility is located at the New Bern WWTP, off NCSR 1404 near New Bern in Craven County. 2. Operate a drinking water treatment plant with a discharge of waste water from filter backwash and softener regeneration backwash through Internal Outfall 003. The Water Treatment Plant Wastewater Treatment consists of: • Settling lagoon • Pump • Force main to tie into the existing WWTP discharge line, with a check valve installed between the WTP connection and the line to the quarry. This facility is located at the New Bern Water Treatment Plant TW #2 WTP off NC Highway 55 near New Bern in Craven County. 3. Discharge treated wastewaters from the wastewater treatment plant and the drinking water treatment plant into the Neuse River, currently a class SC -Swamp NSW water in the Neuse River Basin, at the location specified on the permit map (next page) through outfall 001. 4. Continue to operate a pump station, force main, and infiltration system and discharge treated wastewater to the former Martin Marietta quarry (East Lake), in accordance with the terms and conditions of permit WQ0017635. W ii Permit NCO025348 \ A, I S High -Rate Infiltration '9 Quarry Disposal5ys[em Discharne Point ,y Outfai 001 . . W. 35°08'20" "yr tiAM LOng. 7P 03'37• \ V, a water Treatment Plant Wastewater? — Treatment Plant „o -� IS -11 VICINITY MAP City of New Bern NCO025348 New Bern Wastewater Treatment Plant and x Water Treatment Plant Facility Location _ Receiving Stream: Neuse River N Stream Classification: SC -Swamp NSW USGS Quad: G30NE River Basin: Neuse (New Bern) Sub -Basin #: 03-04-10 Assessment Number: 27-(96)bl iii Permit NC0025348-'!: (This page intentionally left blank.) iv Permit NCO025348 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, the Permittee is authorized to discharge treated filter backwash and softener regeneration backwash from the Water Treatment Plant and treated wastewater from the Wastewater Treatment Plant from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER .. EFFLUENTUMITATIONS MONITORING REQUIREMENTS . Monthly Weekly Daily Average Average Maximum Measurement Sample Sample Frequency Type Location 1 Flow Daily Calculated' El Acute Toxicity 3 Mysidopsis bahia, 24hr., o No Significant Mortality at 90 /o Quarterly Composite E1 Footnotes: 1. E1- Combined Effluent to river; E2 - WWTP Effluent to Internal Outfall 002; E3 - WTP Effluent to Internal Outfall 003; E5 - WWTP Effluent to East Lake quarry disposal system. 2. The daily flow to the river shall be calculated as follows: Effluent Flow (E1) = WWTP Effluent Flow (E2) - Flow to Quarry (E5) + WTP Effluent Flow 003 (E3) 3. Acute Toxicity (Mysidopsis bahia) P/ F @ 90 % with testing in March, June, September and December (see A. (9)). Samples for the Whole Effluent Toxicity Test shall be representative of the discharge. If the WWTP effluent is being diverted to the quarry, it must not be diverted to discharge to the diffuser for the purpose of diluting the WTP effluent. (b.) There shall be no discharge of floating solids or visible foam in other than trace amounts. Figure 1. Effluent Wastestream and Outfall Configuration Reuse (Former 004) Ouarry (East Lake) Neuse River 005 Subsurface Flow (E5) 001 (El) New Bern 002 (E2) WWTP o06 (E6) New Bern 003 (0) WTP Footnotes: 1. E1- Combined Effluent to river; E2 - WWTP Effluent to Internal Outfall 002; E3 - WTP Effluent to Internal Outfall 003; E5 - WWTP Effluent to East Lake quarry disposal system; E6 - Net WWTP Effluent to river. Part I, Page 1 of 12 Permit NC002534,9" A.(2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 002 (a.) During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge treated wastewater from the Wastewater Treatment Plant from internal outfall 002. Such discharges shall be limited and monitored by the Permittee as specified below: ,..:PARAMETER• . EFFLUENT LIMITATIONS _ MONITORING.REQUIREMENT3 . , . Monthly Weekly bally' Average Average Maximum _... � Measurement Sample Sample Frequency Type. Location 1 Flow - 002 6.5 MGD 2 Continuous Recording I, E2 BODs 3,4 Summer Winter 5.0 mg/L 10.0 mg/L 7.5 mg/L 15.0 mg/L Daily Composite I, E2 Total Suspended Solids 4 30.0 mg/L 45.0 mg/L Daily Composite I, E2 NH3-N 3 Summer Winter 1.0 mg/L 2.0 mg/L 3.0 mg/L 6.0 mg/L Daily Composite E2 pH Shall be within the range of 6.8 and 8.5 standard units at all times Daily Grab E2 Enterococci (geometric mean) 35/100 mL 276/100 mL Daily Grab E2 Total Residual Chlorine 5 13 pg/L Daily Grab E2 Dissolved Oxygen Daily average shall not be less than 5.0 mg/L Daily Grab E2 Temperature (°C) Daily Grab E2 Total Nitrogen (TN) Monitor and report (mg/L) Weekly Composite E2 TN Load Monitor and report (lb/month) Monthly Calculated E2 Monitor and report (annual mass loading) 6 Annually Calculated E2 Total Phosphorus 2.0 mg/L (quarterly average) 7 Weekly Composite E2 Total Copper Monthly Composite E2 Total Silver Quarterly Composite E2 Cyanide Quarterly Composite E2 Effluent Pollutant Scan See A.(12.) Grab E2 Footnotes: 1. Sample Iocations: I - Influent to WWTP; E2 - WWTP Effluent to Internal Outfall 002. 2. The Permittee may measure flow through the treatment plant and/or flow to Internal Outfall 002 using any reasonable combination of measurements that will provide accurate results. Whenever separate flow measurements are used to calculate either of these reportable flows, the daily sum of the component flows shall be calculated first, and monthly average flow shall then be calculated as the average of these daily flows. 3. For the purposes of this permit, summer is defined as the period from April 1 through October 31 and winter is defined as the period from November 1 through March 31 of each year. 4. The monthly average effluent BODS and Total Suspended Solids concentrations shall not exceed 15% of the respective influent values (85% removal). 5. Chlorine limits and monitoring are required if chlorinated water is discharged. 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. 6. The annual mass loading for total nitrogen for Internal Outfall 002 shall be monitored and calculated as prescribed in Condition A. (6.). 7. The quarterly average for total phosphorus shall be the average of composite samples collected weekly during each calendar quarter (January -March, April June, July -September, October -December). (b.) There shall be no discharge of floating solids or visible foam in other than trace amounts. Part I, Page 2 of 12 M Permit NCO025348 A.(3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 003 (a.) During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge treated filter backwash and softener regeneration backwash from the Water Treatment Plant from internal outfall 003. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS Monthly Weekly Daily Average Average Maximum Measurement Sample Sample Frequency Type Location' Flow - 003 Continuous Recording E3 Total Residual Chlorine 2 13 pg/L 2/Month Grab E3 Total Dissolved Solids Monthly Grab E3 pH Shall be within the range of 6.8 and 8.5 standard units at all times 2/Month Grab E3 Total Suspended Solids 30.0 mg/L 45.0 mg/L 2/Month Grab E3 Turbidity Monthly Grab E3 Ammonia Nitrogen Quarterly Composite E3 Salinity Monthly Composite E3 Footnotes: 1. Sample location: E3 -WTP Effluent to Internal Outfall 003. 2. Chlorine limits and monitoring are required if chlorinated water is discharged. 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. (b.) All samples collected should be from a representative discharge event. (c.) There shall be no discharge of floating solids or visible foam in other than trace amounts. A.(4.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 005 (a.) During the period beginning on the effective date of the permit and lasting until expiration the Permittee is authorized to discharge treated effluent from the Wastewater Treatment Plant (internal outfall 002) to the East Lake quarry infiltration system (internal outfall 005) in accordance with permit WQ0017635. Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS. Monthly Weekly Daily Average Average . Maximum, Measurement Sample Frequency � Type Sample Location' Flow Monitor & Report (MGD) Daily Recording E5 Total Monthly Flow Monitor & Report (MG) Monthly Recording or Calculated E5 Footnotes 1. Sample location: E5 - WWTP Effluent to East Lake Quarry Infiltration System. Part I, Page 3 of 12 Permit NC0025348' A.(5.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 006 (a.) During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge treated wastewater from internal outfall 006. Such discharges shall be limited and monitored by the Permittee as specified below: _'PARAMETER EFFLUENT LIMITATIONS.. , MONITORING REQUIREMENTS Monthly Weekly Daily Average . , -Average Maximum Measurement Sample . : Frequency. Type Sample Location' Net TN Load2,3 Monitor and report (lb/month) Monthly Calculated E6 64,210 lb/year 2 Annually Calculated E6 Footnotes 1. Sample location: E6 - Net WWTP Effluent to river. 2. The Net TN Load discharged to the Neuse River shall be calculated as follows: Net TN Load = TN Load (outfall 002) - TN Credits where TN Credits = TN Load to East Lake (outfall 005) - Subsurface TN Load to surface waters. TN Loads at outfalls 002 and 005 shall be calculated as prescribed in condition A.(7.), CaIculation Of Total Nitrogen Loads. Subsurface TN Loads shall be determined as described in paragraphs d. and e. below. 3. See related TN monitoring requirements in conditions A.(2.) (outfall 002) and A.(4.) (outfall 005). (b.) The Net TN Load at internal outfall 006 shall be the measure of the Permittee's total nitrogen discharge to surface waters for the purpose of determining compliance with the TN Load limit established pursuant to the Neuse River Basin Nutrient Management Strategy. (c.) The New Bern VVVVTP has the ability to divert treated effluent from its Neuse River discharge to the Martin Marietta (East Lake) Quarry, thereby reducing its surface water discharge and the associated nitrogen load. The Permittee may receive credit for this reduction, as described in this condition, in order to comply with the Net TN Load limitation. (d.) Beginning upon the effective date of this permit and lasting until expiration, the Permittee will be credited for 100% of the nitrogen load diverted from the Neuse River discharge (Outfall 001) to the Quarry (Outfall 005); that is, the Subsurface TN Load is assumed to equal zero. In the event that the permit expires and is administratively extended, the Permittee will continue to receive 100% credit for the diversion until the effective date of the subsequently issued permit renewal. (e.) The Permittee may request nitrogen credits beyond this permit term. In order to receive continued credits, the Permittee must develop an acceptable methodology for estimating subsurface nitrogen loads and determining appropriate annual credits on an on -going basis. An approvable methodology must (1) provide a reasonable estimate of the Subsurface TN Load delivered from the quarry to the Neuse River in a given year and (2) account for uncertainty in the estimate in order to ensure that credits do not exceed actual diversions from surface waters. The following steps are voluntary. However, all steps are required for continued credits, and the dates are intended to provide sufficient time for Division reviews. In order to qualify for continued nitrogen credits and avoid a lapse in credits, the Permittee must: (i.) No later than June 30, 2014, submit to the Division a conceptual framework for the proposed subsurface load estimate methodology. (ii.) No later than January 1, 2017, submit to the Division a written request for continued credits with a detailed description of the proposed methodology. Part I, Page 4 of 12 Permit NCO025348 , (iii.) Submit four copies of each of the above documents by the specified dates to the Division at: NC Division of Water Resources NPDES Complex Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 (f.) Beginning upon Division approval, or as specified in the approval, the Permittee will be credited for nitrogen load diverted from the Neuse River discharge (Outfall 001) to the Quarry (Outfall 005), in accordance with the approved methodology. (g.) Nitrogen credits shall accrue on a monthly basis and shall be valid only for the calendar year in which they accrue. (h.) The nitrogen credits described in this condition do not account for nitrogen diversions to the Mackilwean Turf Farm or other reclaimed water irrigation facilities. Any TN Load calculations should also reflect such diversions of nitrogen away from surface waters. A.(6.) INSTREAM MONITORING (a.) Instream monitoring requirements in this NPDES permit shall be provisionally waived so long as the Permittee remains a member of the Lower Neuse Basin Association and the Association continues to function as approved by the Division and the Environmental Management Commission. If the Permittee does not participate in the Association or if the Association ceases to function, the instream monitoring requirements in this permit become effective immediately; and the Division may reopen this permit by administrative letter to establish additional instream monitoring requirements it deems necessary to adequately characterize the effects of the discharges on water quality in the receiving stream. NOTE: The following need only be sampled if the permittee should elect to withdraw membership in the Neuse River Basin Association. PARAMETER SAMPLE TYPE FREQUENCY LOACATION Dissolved. Oxygen Grab 3/week (June — September) U,D 1/week (October — May) Temperature Grab 3/week (June — September) U,D 1/week (October — May) Conductivity Grab 3/week (June — September) U,D 1/week (October — May) PH Grab 3/week (June — September) U,D 1/week (October — May) Salinity Grab 3/week (June — September) U,D 1/week (October — May) (b.) Sampling Locations: U - Upstream at Gap Landing; D = D1 + D2; D1- Downstream at mid - channel across from Lewis Ferry; D2 - Downstream at mid -channel at US Highway 17. All upstream and downstream samples shall be grab samples. Instream samples at D2 shall be collected three times per week during the months of June, July, August and September, and once per week during the remaining months of the year. Instream samples at D1 shall be collected once per week during the months of June, July, August and September. All instream samples shall be collected at the top and bottom of the water column. Salinity, dissolved oxygen, conductivity, and temperature should be taken at one -foot intervals, measured vertically in the water column. Part I, Page 5 of 12 Permit NCO025348 ' A.(7.) CALCULATION OF TOTAL NITROGEN LOADS (a.) The Permittee shall calculate monthly and annual TN Loads as follows: (i.) Monthly TN Load (pounds/month) = 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/ month) 8.34 = conversion factor, from (mg/L x MG) to pounds (ii.) Annual TN Load (pounds/year) = Sum of the 12 Monthly TN Loads for the calendar year (b.) The Permittee shall report monthly Total Nitrogen results (mg/ L and pounds/ month) in the appropriate discharge monitoring report for each month and shall report each year's results (pounds/year) with the December report for that year. A.(8.) ANNUAL LIMITS FOR TOTAL NITROGEN (a.) Total Nitrogen (TN) allocations and TN Load limits for NPDES dischargers in the Neuse River basin apply on a calendar year basis. (b.) For any given calendar year, the Permittee shall be in compliance with the annual TN Load limit in this Permit if: (i.) the Permittee's annual TN discharge is less than or equal to its TN Load limit, or (ii.) the Permittee is a co-permittee member of a compliance association. (c.) If the Permittee is not a co-permittee member of a compliance association and the Permittee's cumulative annual TN discharge exceeds the effective TN Load limit in this permit at any point during the calendar year, the Permittee is in violation of its TN Load limit, and each day of a continuing violation shall constitute a separate violation. (d.) The TN Load limit in this Permit (if any) may be modified as the result of allowable changes in the Permittee's TN allocation. (i.) Allowable changes include those resulting from purchase of TN allocation from the Wetlands Restoration Fund; 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 Load limit in this Permit to reflect allowable changes in its TN allocation. Upon receipt of timely and proper application, the Division will modify the permit as appropriate and in accordance with state and federal program requirements. (iii.) Changes in TN 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. (iv.) Application shall be sent to: NCDWR/ NPDES Complex Permitting Unit Attn: Neuse River Basin Coordinator 1617 Mail Service Center Raleigh, NC 27699-1617 (e.) If the Permittee is a member and co-permittee of an approved compliance association, its TN discharge during that year is governed by that association's group NPDES permit and the TN limits therein. Part I, Page 6 of 12 s: Permit NCO025348 (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 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. (f.) The TN monitoring and reporting requirements in this Permit remain in effect until expiration of this Permit and are not affected by the Permittee's membership in a compliance association. A.(9.) TOTAL NITROGEN ALLOCATIONS (a.) The following table lists the Total Nitrogen (TN) allocation(s) assigned to, acquired by, or transferred to the Permittee in accordance with the Neuse River nutrient management rule (T15A NCAC 02B .0234) and the status of each as of permit issuance. For compliance purposes, this table does not supersede any TN limits) established elsewhere in this permit or in the NPDES permit of a compliance association of which the Permittee is a Co-Permittee Member. ALLOQ'1 °DATA ALLO�ATZUN SAMOU�INT(�.) z ; { < ,� r TYPE= , rS0_URe� Y . 1T �. .�, �.t:r y a'�,� Estuary Deis. a� s:. =; c w y $� TUSy ,F: -� , Base Assigned by Rule 12/7/97; 52,937 52,937 Active (T15A NCAC 02B .0234) 4/1/03 Connection of Zachary Supplemental Taylor WWTP - 2/5/2002 5,632 5,632 Active NCO066613 Connection of Neuse Supplemental Woods Apartments 5/22/2003 243 243 Active WWTP - NCO042430 Connection of W. Supplemental Craven Middle School 8/12/2003 344 344 Active WWTP - NCO029904 Connection of Neuse Supplemental River W&S WWTP - 6/27/2005 2,022 2,022 Active NCO070084 Connection of Craven Supplemental Co. W&S WWTP — 6/30/2005 3,033 3,033 Active NCO056545 TOTAL 64,210 64,210 Active Footnote: 1. Transport Factor =100% (b.) Any addition, deletion, or modification of the listed allocation(s) (other than to correct typographical errors) or any change to Active status of any of the listed allocations 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 I, Page 7 of 12 Permit NCO02534S A.(10.) ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QUARTERLY) The Permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A Single Effluent Concentration" ( Revised -July, 1992 or subsequent versions). The monitoring shall be performed as a Mysid Shrimp (Mysidopsis bahia) 24-hour static test. The effluent concentration at which there may be at no time significant acute mortality is 90% (defined as treatment two in the procedure document). Effluent samples for self -monitoring purposes must be obtained during representative effluent discharge below all waste treatment. The tests will be performed during the months of March, June, September, and December. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGE3C. Additionally, DWR Form AT-2 (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 and accurate and include all supporting chemical/ physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the Permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the Permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from either these monitoring requirements or tests performed by the North Carolina Division of Water Resources indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Part I, Page 8 of 12 Permit NCO025348 A.(11.) NON -DETECTION REPORTING AND DETERMINATION OF COMPLIANCE When pursuant to this permit a pollutant analysis is conducted using an approved analytical protocol with the appropriate minimum detection level and a result of "non -detectable" or "below quantitation limit' is obtained, the Permittee shall record that result as reported. For the purpose of determining compliance with a permit limit for the pollutant, the numerical value of that individual analytical result shall be zero. A.(12.) MERCURY MINIMIZATION PLAN The permittee will develop and implement a mercury minimization plan during the term of this permit. The MMP shall be developed 180 days from the effective day of the permit, 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.ncdennorg/web /wq / swp / Ps / npdes, under Mercury Minimi nation 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 Part I, Page 9 of 12 Permit NC002534* A.(13.) EFFLUENT POLLUTANT SCAN (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: 2014, 2015, and 2016. 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 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 Dimethyi phthalate Nickel 2-chlorophenol 2,4-dinitrotoluene Selenium 2,4-dichlorophenol 2,6-dinitrotoluene Silver 2,4-dimethylphenol 1,2-dipheny[hydrazine Thallium 4,6-dinitro-o-cresol Fluoranthene Zinc 2,4-dinitrophenol Fluorene Cyanide 2-nibophenol Hexachlorobenzene Total phenolic compounds 4-nitrophenol Hexachlorobutadiene Volatile emanic compounds: Pentachlorophencl 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-chloroethoxy) 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 following address: NC DENR / DWR / Central Files,1617 Mail Service Center, Raleigh, North Carolina 27699-1617. Part I, Page 10 of 12 `M i Permit NCO025348 {11- A. (14.) 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.) • Section D. (6.) • Section E. (5.) Reporting Records Retention Monitoring Reports I. Reporting_[Supersedes Section D. (2.) and Section E. (5.) (a)] Beginning no later than 90 days from the effective date of this permit, 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 summarized for each month and submitted electronically using eDMR. The eDMR system allows permitted facilities to enter monitoring data and submit DMRs electronically using the internet. Until such time that the state's eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation (CROMERR), permittees will be required to submit all discharge monitoring data to the state electronically using eDMR and will be required to complete the eDMR submission by printing, signing, and submitting one signed original and a copy of the computer printed eDMR to the following address: NC DENR / DWR / Information Processing Unit ATTENTION: Central Files / eDMR 1617 Mail Service Center Raleigh, North Carolina 27699-1617 If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility being physically located in an area where less than 10 percent of the households have broadband access, then a temporary waiver from the NPDES electronic reporting requirements may be granted and discharge monitoring data may be submitted on paper DMR forms (MR 1,1.1, 2, 3) or alternative forms approved by the Director. Duplicate signed copies shall be submitted to the mailing address above. 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: Part I, Page 11 of 12 Permit NCO025348- hn://portal.ncdenr.org/web/wq/adn-tin/bog/ipu/edmr 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)l All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II, Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II, Section B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting purposes. 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: hgp://12ortal.ncdenr.org/web/wq/`­admin/bog/il2u/edmr Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the following certification [40 CFR 122.221. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "I cerhfij, 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 12 of 12 r" 11odriguez, Teresa From: Jordan Hughes <HughesJ@newbern-nc.org> Sent: Thursday, August 01, 2013 9:01 AM To: Rodriguez, Teresa Cc: Templeton, Mike; Risgaard, Jon; 'Blaine Humphrey' Subject: RE: Draft NPDES Permit and Water Reclamation Permit Modification - City of New Bern Teresa, Please accept this correspondence as conformation of City's desire to request the revisions to the NPDES permit as outlined below by Mr. Humphrey. Just let me know if this request needs to be submitted in a more formal manner. Best Regards, Jordan B. Hughes, P.E. City Engineer City of New Bern Office (252) 639-7527 Cell (252) 341-5448 huehesi@newbern-nc.org -----Original Message -- From: Blaine Humphrey imailto:bhumphrey@riversandassociates.com] Sent: Thursday, July 18, 201311:41 AM To: Risgaard, Jon Cc: Templeton, Mike; Thornburg, Nathaniel; Rodriguez, Teresa; HuehesJ@newbern-nc.ore; MaistoravichJ@newbern- nc.or • Greg Churchill Subject: Draft NPDES Permit and Water Reclamation Permit Modification - City of New Bern Jon, Per the conference call today with you and Jordan Hughes, we will work with the City to provide a mark-up of suggested language for the modified permit WQ0017635, which was not specifically stated in the cover letter of the July 10, 2013 permit modification submittal. Is there any way to get the WORD file of the permit, to utilize the "Track Changes" feature during the discussion/modification process? This would be easier/cleaner than "red lining" a copy, scanning and sending to you for review. Also, as we discussed for the draft NPDES permit, the City (with your concurrence) would like to reword/modify items "c." and "d." under Article A.(5.) describing Outfall 006, on page 4 of 9 (attached). You had indicated you would discuss with Mike and Teresa to determine appropriate language for the NPDES permit, coordinating with the modified Water Reclamation Permit. Item "c." leaves room for interpretation apparently. Maybe this should be referenced under A.(4.), Outfall 005? You had also indicated the date the City would start receiving 100% nutrient credit would be the date the modified WQ0017635 permit was issued, not necessarily waiting until January, 2014. Item "d." could be left in, as long as the permit referenced was understood to be the modified WQ permit, and not the old permit. If after discussing with Mike and Teresa, they require formal/official comments from the City, Jordan can respond appropriately. Should they wish to discuss via conference call prior to making any changes, we can set up the call with everyone. Thank you for your assistance. M. Blaine Humphrey, P.E. Project Manager Rivers and Associates, Inc. 107 E. Second Street Greenville, NC 27834 (252)752-4 one (252)752-3974 Fax mail to: bhumphrey riversandassociates.com s website: www.riversandassociates.com "You're either part of the solution, or part of the problem." - Eldridge Cleaver If you are not the intended recipient, you must destroy this message and inform the sender immediately. This electronic mail message and any attachments, as well as any electronic mail message[s] sent in response to it may be considered public record and as such subject to request and review by anyone at any time. It also may contain information which is confidential within the meaning of applicable federal and state laws. If you are not the intended recipient, you must destroy this message and inform the sender immediately. This electronic mail message and any attachments, as well as any electronic mail message(s) sent in response to it may be considered public record and as such subject to request and review by anyone at any time. It also may contain information which is confidential within the meaning of applicable federal and state laws. 2 AFFIDAVIT OF PUBLICATION STATE OF NORTH CAROLINA COUNTY OF WAKE Advertiser Name: NCDENR/ DWQ/ POINT SOURCE Address: 1617 MAIL SERVICE CENTER PROTECTION SECTION/ I RALEIGH, NC 276991617 Before the undersigned, a Notary Public of Wake County North Carolina, duly commissioned and authorized to administer oaths, affirmations, etc., personally appeared DEBORAH MAHAFFEY, who being duly sworn or affirmed, according to law, doth depose and say that he or she is Accounts Receivable Specialist of The News & Observer a corporation organized and doing business under the Laws of the State of North Carolina, and publishing a newspaper known as The News & Observer, in the City of Raleigh, Wake County and State aforesaid, the said newspaper in which such notice, paper, document, or legal advertisement was published was, at the time of each and every such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statutes of North Carolina, and that as such he or she makes this affidavit; and ,"°`^�jt OQrpr;/'yo,, is familiar with the books, files and business of said rN, °`oy corporation and by reference to the files of said T publication the attached advertisement for o° ova„ c NCDENR/ DWQ/ POINT SOURCE was inserted in Ste. the aforesaid newspaper on dates as follows: �?otl NA`\\\\``,c` 07/02/2013 DEBORAH MAHAFFEY, Accounts (16vabl Specialist Wake County, North Carolina Ad Number 0000563588 Public Notion North Carolina Envimnmentol og Manement COmmissioryNPDES Unit 1617 Mail Service Center Raleigh, NC 27M.1617 Notice of Intent to Issue a NPOES Wastewater Permit N80: July 2, 2013 Sworn to and subscribed before me This 4th day of Jam, 2013 My Commission Expires: 6wa/�Qe 4 - 4ek z�Kotary Signature all 1p B?WKWASH WASTE — BRINE WASTE ELEVA TED AERA 77ON TANK PRESSURE ZEOU7F WELL FILTER SOFTENER PUMP PUMP _T GROUND STORAGE DISTRIBUTION I -q SYSTEM DETEN77ON BYPASS CL2 NH3 IIII KMnO4 RVEM AND SOFTENERS PROCESS SCHEMA BACKWASH WASTE BRINE WASTE PRESSURE ZEOUTE FX TER SOFTENER LAGOON — PUMP TO STREAM WASTE PROCESS SCHEMATIC 0:%'vMMERN 25200 WTP Dcaipkbwg RcportsWcwBcm-F' dSoRcnaaSchamade MRS BAA.DWO. Modci, HVSAODS' :I4:42 AM,14 =H SIW NPDES/A uifer Protection Permitting Unit Pretreatment Information Request Form PERMIT WRITER COMPLETES THIS PART: Date of Request 5/7/2013 I PERMIT WRITERS -AFTER you net this form back Check all that municipal renewal apply x from PERCS if LTMP/STMP data we said should be on DMRs is not really there, so we can get it for you (or NOV POTW). - Notify PERCS if you want us to keep a specific POC in LTMP/STMP so you will have data for next permit renewal. - Email PERCS draft permit, fact sheet, RPA. - Send PERCS paper copy of permit (w/o NPDES bollerplale), cover letter, final fact sheet. Email RPA if changes. Re uestor Teresa Rodriguez new industries Facility Name New bern W WTP W WTP expansion Permit Number Region NCO025348 Washington Speculative limits stream reclass. Basin Neuse outfall relocation 7Q10 change other other check applicable PERCS staff: Other Comments to PERCS: BIRD, CPF, CTB, FRB, TAR - Sarah Morrison 807-6310 x CHO, HIW, LUM, LTN, NES, NEW, ROA, YAD - Monti Hassan 807-6314 PERCS PRETREATMENT STAFF COMPLETES THIS PART: Status of Pretreatment Program (check all that apply) facility has no SIU's, does have Division approved Pretreatment Program that is INACTIVE facility has no SIU's, does not have Division approved Pretreatment Program facility has SIUs and DWQ approved Pretreatment Program (list "DEV' if program still under development) J2)3a) Full Program with LTMP 3b) Modified Program with STMP additional conditions regarding Pretreatment attached or listed below Flow, MGD Permitted Actua Time period for Actual STMP time frame: Industrial Most recent: Uncontrollable n/a Next Cycle: n u s : 0 1° L Parameter of Concern (POC) Check List POC due to NPDES/ Non- Olsch Permit Limit Required by EPA' Required by 603 Sludge* to POC due SIU"' POTW POC (Explain below)"— STMP Effluent Freq LTMP Effluent Freq Q = Quarter = Monthly BOD 4 Q M TSS V 4 Q M NH3 4 Q M Arsenic 4 Q M Cadmium V 4 Q M Chromium -/ 4 Q M Copper 4 Q M Cyanide 4 Q M Is all data on DMRs? Lead 4 Q M YES Mercury 4 Q M NO attach data) Molybdenum 4 Q M Nickel 4 Q M Silver 4 Q M Selenium 4 Q M � Zinc 4 Q M Is data in spreadsheet? Total Nitrogen V 4 Q M YES email to writer Phosphorus y 4 Q M NO 4 Q M 4 Q M 4 Q M 4 Q M 'Always in the LTMP/STMP " Only in LTMP/STMP if sludge land app or composte (dif POCs for incinerators) "' Only in LTMP/STMP while SIU still discharges to POTW "" Only in LTMP/STMP when pollutant is still of concern to POTW Comments to Permit Writer (ex., explanation of any POCs: Info you have on IU related Investigations Into NPDES Problems): Pretreatment request torn NC0025318.xex Revised: July 24.2007 DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NCO025348 Facility Information Applicant/Facili Name: City of New Bern / New Bern WWTP Applicant Address: P.O. Box 1129, New Bern, NC28563 Facility Address: 307 Glenburnie Drive, New Bern, NC 28560 Permitted Flow 6.5 MGD Type of Waste: 96.5% domestic, 3.5% industrial Facility/Permit Status: Class IV/Renewal County: Craven Miscellaneous Receiving Stream: Neuse River Regional Office: Washington Stream Classification: SC -Swamp, NSW State Grid / USGS Quad: New Bern 303 d Listed? No Permit Writer: Teresa Rodriguez HUC: 0302020206 Date: 6/18/2013 Drainage Area (mi): Lat. 350 OS' 20" N Long. 770 03' 3T' W Summer 7Q10 (cfs) 320.7 Winter 7Q10 (cfs) Average Flow (cfs): IWC (%): 3.04 (chronic) 90 (acute) SUMMARY The City of New Bern currently operates a Class IV WWTP with a permitted flow of 6.5 MGD. In addition they operate a 5.0 MGD Water Treatment Plant discharging filter backwash and softener regeneration backwash (0.5 MGD design discharge flow). The effluent from the WTP joins the effluent from the WWTP before discharging through a diffuser to the Neuse River. Wastewater from the treatment system can be diverted to a quarry from where it is used for irrigation of a turf farm. The reclaimed water system is permitted under permit W00017635. The current permit lists four outfalls but the draft permit includes five outfalls to capture the contribution from different wastewater sources and total nitrogen credits. The outfall to the Neuse River is identified as outfall 001. This outfall is equipped with a HDPE 100 foot long diffuser with ten risers, each with a diffuser check valve at a distance of approximately 1,000 feet from shore. The remaining outfalls are internal outfalls. Outfall 002 is the effluent from the WWTP. Outfall 003 is the effluent from the WTP. The discharge from the WTP is tied into the discharge line from the WWTP after the pump station that pumps to the quarry or the river. Outfall 004 was used in the previous permit to identify the flow to the reuse system. In the draft permit outfall 004 is not included. A new outfall designated outfall 005 will identify the flow and nitrogen load that goes to the quarry. New Bern will receive full credit for the total nitrogen going to the quarry until a study is completed and alternative credits are established. Outfall 006 will also be added to the permit to capture the total nitrogen load discharged to the Neuse River. The facility has a pre-treatment program with four categorical industrial users and two non -categorical users with an approved flow of 0.23 MGD. The City will continue to implement the approved pretreatment program. Fact Sbeet NPDES N00026913 Permit Renewal Page I RECEIVING STREAM This facility discharges to the Neuse River in the Neuse River Basin, classified SC, Swamp, NSW waters, HUC 0302020206. This segment of the river is not listed as impared in the 2012 303(d) list. Nitrogen. The Environmental Management Commission adopted Nutrient Management Strategy rules in December 1997, classifying the entire Neuse River Basin as Nutrient Sensitive Waters. The point source rule (T15A NCAC 2B .0234) sets Total Nitrogen (TN) discharge limits for all point source dischargers larger than 0.5 MGD. The rule also allows dischargers to form a group compliance association and work together to reduce nitrogen; this option allows the association members added flexibility in controlling nitrogen discharges. At the same time, the association is subject to a group NPDES permit ensuring that the association and its individual members are accountable if they exceed the applicable nitrogen limits. Under the rule, there are three types of TN limit in the Neuse: 1. the individual limits in the dischargers' individual permits, 2. the aggregate limit in an association's group NPDES permit, and 3. the individual allocations/limits for each Association member, also in that association permit. A discharger may be subject to the first type of limit, or to the second and third, but never to all three at the same time. The discharger is first subject to the TN limit (if any) in its individual NPDES permit. If becomes a co-permittee to a compliance association's group NPDES permit, it is then governed by the TN limits in that permit. If the association complies with its group TN limit in a given year, all members are deemed to be in compliance with their individual allocations/ limits in the group permit. If the association exceeds its limit, the members then become subject to their individual allocations/ limits as well. Regardless of which permit governs a TN discharge, allocations/ limits will likely change over time as the dischargers purchase, sell, trade, lease, or otherwise transfer nitrogen allocations. The Division will modify the affected permits as necessary to ensure that the limits are kept up to date and reflect any such transactions. The City has an allocation of 64,2101b/yr TN. Table 1 shows annual loads to the river. Table 1. TN Annual Mass Loading to Neuse River 2008 2009 2010 2011 2012 TN lb/ 18,788.524 59,226.166 60,991.562 43,381.572 57,602.301 Phosphorus: The 2.0 mg/L Total Phosphorus limit is carried forward in the new permit as a quarterly average limit with weekly monitoring. DMR/COMPLIANCE REIVIEW Outfall 001: Outfall 001 is the combined flow from the WWTP and WTP and only includes monitoring for acute toxicity P/F at 90%. The facility has shown excellent compliance consistently passing all the toxicity tests. Fact Sheet N11DES NCO026913 Pennit Renewal Pa«< ' ' Table 2. Monitoring and Proposed Changes ' �I -Pa ete`c rangeoncii�reioug �. _. �s, - r __ r ' r___� �a3�4 fad: C�`onc ho� hanger., r i "Se it t t / a_T.... .-sue ,= s- � Y s i s..i +; arc,..., 1 �ilk� '�,..� t � ........ •,•.• i�""'i 1 !S IN ... ..�,u. ew-w- z �..#?,i.,.�. ....., t ..S.i F , �SYJ►i+!iI?tj.s.Y.� ,.: £,�....-�. .�.s,<.. t d 7. exZ. .�:.^^�-"�� :�fi=ltx;z...:.-..t.x-= s,... '��.. �;t:.-»'' :Fii' "s»�^f?.�t.x.. i:.�<_ Flow Add requirement to DWQ will have a record of the flow to the calculate flow river. Aquatic Toxicity No changes State WQ standards, T 15A 2B .0200 Outfall 002 (Effluent from WWTP): The effluent from the WWTP can be discharged to the Neuse River or to the quarry. Data summarized is the effluent from the WWTP regardless of the final disposal option. DMR data was summarized for the period of January 2008 to December 2012. Table 3. Data Summary Outfall 002 ram per= ; Pa.. Y . ilnits A Flow MGD 3.61 14.8 0.005 BODS mg/1 2.4 5.9 < 2 NH3N mg/1 <5 <5 <5 TSS mg/1 2.4 2.9 < 1 H SU 8.2 8.4 7.7 Temperature °C 14.7 29 7.1 TRC 1 86 4960 < 10 TN mg/1 4.9 8.7 1.2 TP mg/1 0.9 4 <0.1 Enterococci #/100 ml 8.4 1426 < 1 Total Phenols u l < 2 < 2 < 2 Total Zinc u 1 36 60 20 Selenium u 1 < 10 < 10 < 10 Cyanide u <5 <5 <5 Total Copper u 1 10.8 21 < 10 Total Silver u l < 5 < 5 < 5 Arsenic, chromium, molybdenum and nickel are sampled quarterly through the Long Term Monitoring Plan (LTMP). All sampling results for the past 5 years have resulted in less than detection for all parameters monitored. Reasonable Potential Analysis 002: RPA was performed for selenium, total copper, total silver, total zinc, and cyanide. The RPA and results are attached to this fact sheet. Modifications to the permit based on the results of the RPA are listed in Table 5. Mercury Evaluation 002: A mercury evaluation was conducted in accordance with the Permitting Guidance developed for the implementation of the statewide Mercury TMDL to determine the need for a limit and Mercury Minimization Plan (MMP). Based on dilution the allowable concentration for mercury is 822 ng/1. Annual average concentrations are less than the calculated allowable concentration based on dilution (WQBEL). The maximum concentration detected is less than the TBEL of 47 ng/1, therefore no limit is required. The facility has multiple detections above 1 ng/L and discharges above 2 MGD, therefore according to the permitting strategy they are required to implement a MMP. The permttee has 180 days after the permit issued to develop the MMP. Fact Sheet NF'DES NC'0026913 Pennit Renewal Pane 3 Table 4. Mercury Evaluation 2008 2009 2010 2011 2012 Annual Average (n ) 1.5 1.5 1.5 1.3 < 1 Annual Maximum n 7.1 5.5 3.6 2.3 < 1 TBEL (n ) 47 W BEL n 822 Monitoring and Proposed Changes: Table 5. Summary of moni ring re uirements/ ro osed than es Outfall 002 Parameters Affected Change from Previous Basis for Condition/Change Permit BOD5 No changes DWQ strategy for the Neuse River Basin WQ Mgmt. Plan, 1998 NH3-N No changes DWQ policy/EPA agreement; 40 CFR 122 Federal requirement TSS No changes NPDES rules for secondary treatment of domestic wastewater: T15A 2B .0400 D.O., pH No changes State WQ standards, T15A 2B .0200 Total residual chlorine No changes State WQ standards, T15A 2B .0200 Enterococci No changes State WQ standards, T15A 2B .0200 Total Nitrogen No change T15A 2B .0234, Nutrient Mgmt. Strategy, Neuse River Basin Total Phosphorus No change T15A 2B .0234, Nutrient Mgmt. Strategy, Neuse River Basin Selenium Eliminate monitoring No reasonable potential to exceed the Total Phenols water quality standards, all samples were below detection levels. State WQ standards, TI5A 2B .0200 and DWQ policy. Cyanide Eliminate monitoring No reasonable potential to exceed the Total Copper water quality standards. State WQ Total Silver standards, T15A 2B .0200 and DWQ Total Zinc policy. Total Mercury Eliminate monitoring 2012 Statewide Mercury TMDL; no reasonable potential. Priority Pollutant No change DWQ policy, EPA application Analysis requirements Outfall 003 (Effluent from WTP): Table 6 summarizes DMR data for the period of January 2008 to December 2012. Table 6. Data Summary Outfall 003 Parameter Units Average Max Min Flow MGD 0.115 0.749 0.0003 TDS m 7289 12140 456 TSS m I 7.7 40 2.5 H SU 7.6 8 6.9 Turbidity Ntu 3.7 22.4 < 1 Conductivity umhos/cm 12.4 15.2 6.1 Fact Sheet NPDI'.S NCO026913 Permit Renewal Page 4 DO m I 8.6 12.5 6.05 Temperature °C 20 30 4 Total Residual Chlorine 1 20 47 < 10 Chloride m I 4486 5479 2059 Salim m l 7.12 8.8 3.29 TN m I 1.07 1.38 0.43 TP mg/1 <0.1 <0.1 <0.1 Ammonia M I < 0.5 0.9 < 0.5 Fluoride I 0.1 0.12 <0.1 Copper m I 24 62 < 10 Manganese I 210 673 19 Iron 1 250 779 50 Lead 1 5.8 14 < 0.5 Zinc m I 49 1 176 10 Reasonable Potential Analysis 003: RPA was performed for total copper, total iron, total manganese, total lead, and total zinc. The RPA and results are attached to this fact sheet. Modifications to the permit based on the results of the RPA are listed in table 7. Table 7. Summary of moni ring requirements/proposed Chan es Outfall 003 Parameters Affected Change from Previous Basis for Condition/Change Permit TRC, pH, TSS, TDS No changes DWQ Water Treatment Plant Policy Temperature, D.O. Eliminate monitoring DWQ Water Treatment Plant Policy, effluent data has been within water quality standards for the past five years. Chloride Eliminate monitoring There is no water quality standard for SC waters. The facility has passed all toxicity tests. Ammonia Change monitoring to DWQ Water Treatment Plant Policy quarterly Total Nitrogen Eliminate monitoring DWQ Water Treatment Plant Policy Total Phosphorus Salinity No changes DWQ Water Treatment Plant Policy Conductivity Eliminated monitoring DWQ Water Treatment Plant Policy Total Lead Eliminate monitoring No reasonable potential to exceed the Total Copper water quality standard. Total Zinc Fluoride Eliminate monitoring Most samples were less than detection. There is no water quality standard for SC waters. Turbidity Reduce monitoring to DWQ Water Treatment Plant Policy month) Total Manganese Eliminate monitoring There is no water quality standard for SC Total Iron waters. Outfall 004: This outfall will be removed form the permit. Fact Sheet NPDES NOu036913 Permit Rene%val Pa_e 5 Outfall 005: The effluent to the quarry will be designated outfall 005. Daily and monthly flow are the only parameters to be monitored. Outfall 006: The effluent from the pump station to the Neuse River before the junction with the effluent from the WTP. This outfall will capture the total nitrogen load to the Neuse River. INSTREAM MONITORING: The permittee is a member of the Neuse River monitoring coalition therefore instream monitoring is waived. PRIORITY POLLUTANT ANALYSIS: The application includes the results of three priority pollutant analyses. Chlorodibromomethane, chloroform and dichlorobromomethane were detected at low concentrations. There is no federal criteria or state standards for these parameters. These parameters will be monitored in the Priority Pollutant Scans as required by the permit. PROPOSED SCHEDULE FOR PERMIT ISSUANCE Draft Permit to Public Notice: July 3, 2013 Permit Scheduled to Issue: August 19, 2013 NPDES DIVISION CONTACT If you have questions regarding any of the above information or on the attached permit, please contact Teresa Rodriguez at 919-807-6387. NAME: DATE: °� �0�3 REGIONAL OFFICE COMMENTS NAME: DATE: SUPERVISOR: DATE: Fact Sheet NPDES NCO026913 Pennit Renewal Page 6 New Bern WWTP NCO026348 REASONABLE POTENTIAL ANALYSIS Outfall ,002 Qw = 6.5 MGD Qw (MGD) = 6.50 WWTP/WTP Class: IV 1 Q 1 OS (cfs) = Modeled, IWC % defined IWC c@ IQ 1 OS = 3.04% 7QIOS (cfs) = Modeled, IWC % defined IWC @ 7QIOS = 3.04% 7QIOW (cfs) = Modeled, IWC % defined 1WC @ 7QIOW = 3.04% 30Q2 (cfs) = Modeled, IWC % defined 1WC @ 30Q2 = 3.04% Avg. Stream Flow, QA (cfs) = Modeled, IWC % defined IWC @ QA = 3.04% Receiving Stream: Neuse River Stream Class: SC CHRONIC TEST CONCENTRATION = 3% PARAMETER STANDARDS & CRITERIA (2) REASONABLE POTENTIAL RESULTS (1)E a z NC WQS / Applied %2 FAV / Max Pred Chronic Standard Acute n Det. Allowable Cw Cw Acute: NO WQS Arsenic C 10 HH(Qavg) ug/L 0 0 N/A ------------------- Acute: 1,381.E Cadmium NC 5 SW(7QIOs) 42 ug/L 0 0 N/A Chronic:---- 164.5 -- --- ---- — ------------- Acute: NO WQS Eliminate Monitoring Total Phenolic Compounds NC 300 A(7Q10s) 10.0 ug/L 54 2 5 ------------------ No value > Allowable Cw Acute: NO WQS Chromium NC 20 SW(30Q2) ug/L 0 0 N/A _ _ _ Chronic: ---- 658 -- — - --- — — —--------- Acute: 190.8 Eliininate'monitoring Copper (AL) NC 3 SW(7Q10s) 5.8 ug/L 79 35 29.4 ---- _ _ Chron-- ic: -- — --------------------- No value > Allowable Cw Acute: 32.9 Eliminaie monitoring, sample through LIMP - Cyanide NC 1 SW(7QIOs) 1 10.0 ug/L 79 0 5.0 _ _ _ Chronic----- 32.9--- -- — — — — - ----- ----- No value > Allowable Cw Acute: 7,269.7 Lead NC 25 SW(7QIOs) 221 ug/L 0 0 N/A _ Chronic----- 8_ 22.4 --- Acute: NO WQS Mercury NC 25 SW(7QIOs) 0.5 ng/L 0 0 N/A _ Chronic: 822_ 77. --- — — — — — — — — — Acute: NO WQS Molybdenum NC 2.0 HH(7Q10s) mg/L 0 0 N/A _ Chronic----- 65.8-- -- — ---------- — ----- Acute: 2,467.1 Nickel NC 8.3 SW(7QIOs) 75 ug/L. 0 0 N/A _ _ _ Chronic: ---- --- --- ------------- NCO025348 RPA-002.xlsm,rpa Page 1 of 2 6/28/2013 New Bern WWTP NCO025348 REASONABLE POTENTIAL ANALYSIS Outfall 002 Qw=6.5MGD Acute: NO WQS Eliminate Monitoring. Selenium NC 71 SW(7Q 10s) ug/L 79 0 5.0 _ _ _': _ _ _ _ _ _ _ _ Chronic 2,335.5 _ No value > Allowable Cw Acute: 62.500 Eliminate monitoring, sample through LIMP Silver (AL) NC 0.10 S W(7Q 1 Os) 1.90 ug/L 79 0 2.5 _ _ _ _ _ _ _ _ _ _ Chronic: 3.289 79 values > Allowable Cw Acute: 3125 Eliminate monitoring Zinc (AL) NC 86 SW(7QIOs) 95 ug/L 79 79 70.80 _ __ _—_—__ _— ________ _—__ Chronic: 2829 No value > Allowable Cw Acute: 0 0 N/A ---------- — ------..----- _ Chronic: - --- - - Acute: 0 0 N/A Chronic -------------------------------------- Acute: 0 0 N/A --------- -- Chronic: -_--------------------- Acute: 0 0 N/A — — --- ---------- Chronic:---------- ------ Acute: 0 0 N/A ---------- ------ — ----- ----- --- ___ Chronic: Acute: 0 0 N/A _ — --- — --- — -- --- Chronic---------- Acute: 0 0 N/A ----------- ----------- Chronic: Acute: 0 0 N/A _ _ --------- -- — -------------- Chronic: ----- Acute: _ 0 0 N/A _ _ ---- — --- -----"--------- Chronic---------- NCO025348 RPA-002.xlSm,rp9 Page 2 of 2 6/28/2013 REASONABLE POTENTIAL ANALYSIS - DATA a 4 6 0 CyanlCa Tedl PM1en011c Compounds Chromium Copper (AI) OMe Oub B04120L n ults pW 0. B04120L Rqulb Deb 0. SDL M0L P ub =]8M Oab OW BOtn1201- Rwulta 1 1I1W x 5 old De D.WDO 1 SW Da. NO DATA 1 lwm < 10 5 SMOw. 1 122CC8 5 5 SW D. 0.0000 2 wams 2 5 Mean SW00 2 Mmn NO DATA 2 1I1D2W0: 10 10 Mean 8.0759 2 i/102008 5 5 Mxn 6 W ] ]KJLCOB 2 5 C V. 00000 3 C.V. NO DATA 3 W4408 90 10 GV. 04no J NRMS 5 5 C V. D.0000 4 y✓lCOB 2 5 54 4 n 0 4 VIM0CS 11 11 ]80 4 2/1LFtdb 6 5 ]e 5 IyLHOB 2 5 5 5 SE2WB < 10 5 5 YB2W! 5 5 8 11M000 2 5 Mutt FectOr= t00M a M. Faebr= WA 0 Y1Y1008 10 10 Mury Fadar= 1.4 S Y132W8 5 5 MJ1 Fadon 1.0000 ] R( m $ 5 Mez. Value 50 ug2 ] Mez. VUue 0.0 upt ]. W4 o 10 5 M4z. Value 310 u, ] of a.. 5 5 M¢ Value 50 up2 8 1.. 2 5 Ma PreO Cw 50 uo. a IMA . Rtl Ow WA uWL 8 w122008 10 5 Mez PIW C. 294 upM1 0 W1=008 6 5 Mn. P. CW 5.0 u01L 9 2H1W0 2 5 9 B 10Z2008 fl 13 0 f02i000 5 5 10 V@ 2 5 10 10 tOq/10p8 13 13 f0 f0.9RDo 5 5 11 4R2Wp 2 5 11 11 11NM38 18 18 NR2W8 5 5 12 5111t0p9 2 5 12 12 11/13(1008 10 m ;l 2 1t11 i2000 6 5 13 022008 2 5 13 13 12I3121g8 < 10 5 13 1X120o0 6 5 14 7=000 2 5 H 14 12/11RW0 if t1 14 1DII1 3 5 5 15 68RM4 2 5 15 15 lw1 10 10 15 loW009 5 5 18 W12N0 2 5 18 18 12 009 < 10 5 IB 1RNM30 5 5 1] 1ww2000 2 5 1] 1] 2'5/IDOB 11 11 1] V M 5 5 18 11/Br]000 ] 5 18 10 2/I00000 18 10 18 2182W2 5 5 IB 1YL3009 2 5 IB 10 W000B < 10 5 10 9/420W 5 6 20 1/I1t010 2 5 10 20 wiB200B a 10 5 20 wl9 5 5 21 2/@Of0 2 5 21 21 4pRW8 14 14 21 4211008 6 5 22 3 010 2 5 Y! Y2 4/162W0 tx 12 . 4118 5 5 23 4/150olo 2 5 23 2] 5/]2008 < 10 S 23 s/]r200B 5 5 24 bl&10t0 2 s 24 24 WM009 < 10 5 2a 5RVlMO 8 5 25 BR2010 2 5 25 25 N32009 < 10 5 35 flr3R00p 5 5 ZB w1LA10 _ 3 5 2B 20 w1B2W0 11 11 10 Br1aROJi 5 5 27 WISG010 2 S 27 27 ]2200B = 10 5 2] ]RROOB 5 5 28 tMllOfo 2 5 25 2a 2fl2WY < 10 S 28 ]MKOB 5 5 20 111]/2p10 I 6 38 n wMWB.. 11 11 A mono 6 6 30 12 0f0 2 5 30 30 w13200B 10 6 ]0 81mm 5 5 3t 1M1011 2 5 31 31 Bry2W9 10 10 31 &3[008 5 5 32 2R=N1t 2 5 R 32 w1B.=N08 < 10 5 32 -loon W 5 5 33 30R011 2 5 33 33 10MWB < 1D 6 33 1ww8W 5 5 ]4 An42011 2 6 94 m 'WIM000 14 14 34 tw1w2W9 5 5 w wmoi1 2 5 35 35 llm=o 13 13 35 I1/S m 5 6 36 ww1011 2 5 m 30 llll ]B 10 10 30 1f11=009 5 5 37 M2011 2 5 37 W 1=2009 < 10 6 37 1YN2W3 5 5 30 wA=1011 2 6 m 38 t2tM < 10 5 JB 12/102WB 6 5 39 W14=11 2 6 3' 30 122010 = 10 5 3o t/]20f0 6 6 40 Iw132011 2 5 40 40 1114=10 < 10. 5 40 1/142010 5 5 41 1Moil 2 5 41 41 .=10 = 10 S 41 W4MIO 5 5 42 lwmll 2 5 42 42 111=10 < 10 5 42 W112010 5 5 43 11512 12 2 5 43 43 Y 010 < 10 5 43 Y 10 5 5 44 x 2 2 5 M 44 W;IM 0 < 10 5 44 3r1112 1O 5 5 45 YIM012 2 5 45 45 4II OW10. = 10. 5 45 41154010 5 0 40 4/61N12 2 6 b 46 4 010 < 10. 5 48 InMol0 5 5 47 532012 2 5 47 0 SW2010 = 10 5 47 y 010 5 5 48 OMM2 2 5 48 40 WIM010 < 10 5 40 ' 1.10 6 5 40 711=12 2 5 40 41 GWQ;fO 10 6 41&YIOt00 5 5 50 8QQ012 2 5 50 50 b92010 = 10 5 s0 BR2010 5 5 51 w1B2012' 2 8 51 51 &122010 < 10 5 51 8/122010 5 5 52 ION= 2 6 52 52 W152010 == 10 5 52 WIWOID 5 5 53 111 2 2 5 53 $3 iwI2010 < 10 5 53 fw]20f0 6 5 54 t21Y1012 2 5 N 54 l =2010 10 10 54 f11Y1010 5 5 55 55 55 12 010 < 10 5 55 12/52010 5 5 56 58 58: 1,1231t. 11 11 55 1I 0t1 s 5 57 57 5I` 011 222 13 13 57 Yw1011 5 5 58 56 56 Y 11 10 s 50 011 YS 5 5 5o No 50 414 11 10 42 5B 4/1011 5 5 W BD &SOO 21 21 80 us= 5 5 01 81 61 w82011 10 5 01 WSOO1 s 5 62 82 02 ]]1M 10 6 82 ]O/20fl 5 6 03 83 - BJ wYTOtt' 10 18 03 ".w42m1 fi fi 84 04 &- Y1a12011 f3 1] 04 w14201t 6 5 0.5 OS 05 IMY1011 11 11 85 lwl=il 5 5 86 No 1122011 11 ii 88 1122011 5 5 w 01 W 1221101t 11 ii W 12(/2pi1 5 1 80 88 BB -11=2 < 10 0 5e 1152012 6 5 60 00 80 222012 < t0 5 BB 221d112 6 5 ]0 70 70 LIMU < 10 5 ]0 W1YN12 8 6 71 71 71 AWO 2 11 11 ]1 41Y1p12 5 5 ]2 ]2 ]2 =2 11 11 n SG4012 5 5 73 73 ]3—OM012:!< 10 5 73 ew2012 0 5 74 74 74 7/1=12 < 10 6 74 711=012 6 5 75 75 25 0U2012 < 10 0 75 02Y2012 5 5 N 78 ]0 w1wN12 11 tt ]e W192012 S 5 ]] n n 10W2012 12 12 n 1w42012 s s ]0 ]8 28 llB l 10 10 78 11/8201x fi s ]0 ]0 2B 1w 12 g 40 10 70 121w202 5 5 NC0025346 RPA OW2 Msm,Cala Deb) REASONABLE POTENTIAL ANALYSIS - DATA Dne CO. a01.t 12M00 6 5 2 i/102N8 B 5 ] NRNB 6 6 4 2'14DOOB 5 S 5 5 6 'WO 0"'WON 9 5 64/N0 aNO W 6 5 0 &tL]008. B 5 B tMRNO 5 5 f0 1MONB 6 5 11 I"WIDIN S b 12 limWNS 6 5 13 1MON 5 5 N 121112NS 5 5 15 1IB2N0 5 6 la Vp/lpOp 6 5 1] 1IN 6 5 ie y1p2O0N 8 5 IB Y42Np 5 5 20 11p200p S 5 5 5 1"No 5 5 23 MOON 5.120N 5 5 24 minmON 5 5 25 MN0 5 /1 &1&MO 20 5 5 ]22N9 5 5 20 N 5 5 gi 30 MBBlNB 5 5 30 L132N9 5 5 31 BiY1NB 6 5 N N b 6 IMpO ]3 1NNH 5 5 31 1 5 5 35 11WDOO A2 5 5 38 11/122D6 5 37 1222NO 5 5 30 1lamio 6 s 30 11, 010 s 5 40 5 5 41 V4/20t0 6 5 42 IIQ01 5 31MOI0 43 J1312010 5 5 5 N Y112010 9 S 0 4/1Y1010 6 5 48 0 5 5 42 M01 5 6/1321 40 :%0 5 5 5 49 0(Y2010 5 s N 62]tolo s s 51 Btl22010 6 5 52 V52010 6 5 53 IW]20f0 5 6 & i192010 6 s 5 1M... 5 s 55 I 5 s 52 yl,?[) 6 5 58 3MM11 5 s SO 4114*011 5 5 .1 5'52011 5 5 et 6 s 82 ]n20I1 7fing 5 s 53 pl4 6 5 Ol &142011 5 S N N 10,132011 6 5 N 11/Y1011 5 5 67 t2n201t 5 s 00 141 5 5 69 M012 5 5 20 V132012 6 5 71 :IIN2o12 5 5 II M012 5 5 73 b02012 5 5 74 711=12 5 s 75 Mg)12 5 5 ]0 -0/1B20 2 5 5 T 101=2 9 6 ]0 5 5 'IJWO12 ]9 3/ O 2 6 s M.F.- t WOO Mx. Value 5.0 ,,- ,ax Pree Cw 50 uy& &122010 &152010 1 a]ncID f t2rzma 'f 1verz3,c r trtnon 2102c1t 322ov e 41142a1f venal) i >naml v4rz3n aurzml . Wing, i< IIW012 1/Sna1z 2 v1.11 l c 41 , 12 v3n arenc'._ Wng12 Much pnerz012 1W4na12 4 1118na12 : 1vs2c13 < BD4112DL Mul. Oele Dma BD411DL axu14 DeY DeM BD4IIIDL 5 Md6 OCCN 1 VYA08 5 2,5 litd . aDOW I 1Y20p5 v 37 5 Mxn 5 WN 2 1/tOR000 : 5 25 Mean 25000 2 1/102000 :3. 20 5 CV. OWN 3 waOO8 5 25 C.V. 0.0000 3 wnwo [ x J8 5 n ]0 4 W142N0 5 25 n ]B 4 y1V1000 33. 32 5 5 3AVID08 5 25 5 3JM008 R 42 5 MMI FMw= t.NN 5 WIWON 5 25 M. Fed.= LOON 8 NY1N0 3). 33 5 Mar Value50 uyL ] "Wom 5 25 Mu. Value 25 go, ] 01 40 46 5 Mu. Rp Pv S,O uA 0 WIMO0 : 5 25 Mx. Prw 2.S UO, 0 wmoo0 J3 30 5 B l=ON 5 28 B 1022008 41 5 10 1MON 5 2.5 10 1WMc00 V. 41 5 11 1118IN00 5 2s Il tt/MN9 +6. 45 6 12 11/t W(NO . 5 2.5 12 11/1.1c1 11 43 3 13 1MON 5 25 I3 tM.l +O 40 5 14 lVli Z00! 5 25 4 1D110o. S Y. 30 5 15 lfi2NO 5 25 IS 1IB20c9 41 5 10 12YXN0 5 25 18 1222M9 T. 31 5 1] MONO, 5 25 I] iAv2... R 42 5 18 y102NB 5 25 t0 yiM000 Y 30 5 1B 94n4N 5 2.0 IB. 81420c5 A 33 5 20 WIM00 ={= 5 25 20 311WOD ` :f4 34 5 21 4(lfXgi 5 2.5 21 412200a 31. N 5 22 M182N0 5 25 2'2 vlwll2 3] 33 5 23 2I2� 5 25 2] N20CJ +e. 40 5 24 5R12N0 5 25 24 Win.' A. 28 5 25 N12NB ! 5 25 25 M1 In N 38 5 20 W1&2000 :a: 5 25 20 7111 33. 33 5 27 )22N3 S 25 2] ]22009 +2 42 5 25 '� 5 25 2B ]2ncc9 ]] 37 5 MOM 30 B1=00 25 &1mog A 28 S 30 d13e2 5 2s 30 30 J4. 34 5 31 g 5 2.5 M009 31 L''&320. 24. 34 6 32 /11WO00 5 25 1iv3009 31. 31 5 53 IMON, e 5 25 n 1W80009 11 42 s 34 11,W009 < wWN 5 2.5 . ta15oal n. 39 5 35 111Y2N9 5 2.5. N ]5 11/SRON ]9. 39 5 35 i=0< 5 z5 3e 1v122oo9 3). 27 5 37 1] .� 5 25 37 12Yffi0Uc .. 20 20 5 W4 30 lyIN1w9 9 ".� 5 2.5 39 ty1M000 38. 30 5 30 m2010 S 2.6 39 1nrz010 M. 28 5 a 12tY2010 5 2s 40 vurza:0 ID. 2e 5 41 2/VKID 5 2.5 41 V420ID 20. 28 5 42 2/112010 5 25 42 2'1120I0 A. N 5 43 MO10 5 2.5 43 M010 3s. 35 5 4 311IM 0 5 25 44 31112010 b 30 5 45 VISFNIO 5 2.5 45 V1520t0 n v 5 I8 4222010 5 25 40 Y222010 a]. 3) 5 47 M(il. 5 2.5 41 " 643/2010 33. 33 6 48 61182010 > 5 2.5 40 wimolo M. 26 6 40 MOio 5 25 4B Nnol1 J5. 30 5 N &VNIa < 5 25 N Mol,) >s 35 5 sl 0/, 5 2.5 51 2122010 +0 49 5 52 &152010 5 25 N fl1152010 5 53 10,"lo 5 2.5 53 1M2010 $ 54 11132010 5 25 54 t1/32010 - 48. 49 5 05 ty0120f0 5 2.5 55 1 0f0 '.d. 50 5 53 Iwo11 a 5 25 i 1102011 55. 55 5 57 2N2011 5 25 A 2N2011 A. N 5 55 122011 5 25 SO Y2201t 30. m 5 50 41142011 5 25 50-. M1420u 20. 28 5 80 &WOII 5 25 60 W52011 +0. 40 5 61 8182011 5 25 B1 b0rz011 S. 55 5 N 7n2011 5 25 82 ]n12011 34 34 s 63 Ya2011 - 25 82 BVn011 11. v 5 a m4fNil s 2.5 " a1420u m 33 0 85 twl3W1f ;< 5 25 .5. 1W13rz0ll 23. 23 5 x 111 oll 5 25 80 111=01, 4 20 5 87 IW2011 5 25 0] 1wa.I W N 5 N 1/W2012 5 25 88 1/ o'2 48 5 Bp 2n2012 5 25 88 2n120i.' s 70 v132012 5 25 )0..13rsan 30. N 5 71 MS2012 5 25 71 - 4/52012 R. 20 5 72 3fl=2 5 2s 72 59rz012 34. 34 5 )3 Mg 2 5 25 73 8520t2 32 32 S 74 711=12 5 25 74 Lt22012 31 N s 75 3R2012 5 25 ]s M012 31. 37 5 70 .1M012 5 25 70 811M010 30. 30 S ]] 10142012 5 25 p1W420f2 5 )8 12 5 25 ]B "11/8.30f2 42 42 5 ;111 ]B 1M012 5 25 ]0 IM,, 2 33. N Bxufb SMCw. 81782 Mxn 3o.. C.V. 022,59 ]0 Nu. Value NOW uBL Mu. PrW Cw 70ON uyL NCO025348 RPA-On xIsm,0.18 De1Cl REASONABLE POTENTIAL ANALYSIS - DATA 6 Copper (AL) • 7 Lead • 13 Zinc (AL) Date Data BDL=1/2DL Results • Date Data BDL=1/2DL Results • • Date Data BDL--1/2DL Results 1 50 50 Std Dev. 16.4479 1 8 8 SW Dev. 3.0662 1 24. 24 SW Dev. 44.1063 2 41 41 Mean 23.0345 2 5 5 Mean 4.0172 2 26. 26 Mean 48.6897 3 39. 39 C.V. 0.7141 3 13 13 C.V. 0.7633 3 176. 176 C.V. 0.9059 4 10 5 n 29.0 4 < 5 2.5 n 29 4 to, 5 n 29 5 25 25 5 < 5 2.5 5 10. 5 6 23 23 Mult Factor = 2.3 6 < 5 2.5 Mutt Factor = 2.3700 6 27. 27 Mutt Factor = 2.6900 7 31 31 Max. Value 62.0 ug/L 7 < 5 2.5 Max. Value 14.0 ug/L 7 31. 31 Max. Value 176.000 ug/L 8 15 15 Max. Pred Cw 140.7 ug/L 8 <' 5 2.5 Max. Pred Cw 33.2 ug/L 8 15. 15 Max. Pred Cw 473.440 ug/L 9 36 36 9 6 6 9 130. 130 10 33 33 10 5 5 10 57. 57 11 35 35 11 < 5 2.5 11 49. 49 12 23 23 12 14 14 12 127. 127 13 < 10. 5 13 c 5 2.5 13 24. 24 14 55 55 14 < 5 2.5 14 32, 32 15 < 10 5 15 < 5 2.5 15 30. 30 16 25 25 16 < 5 2.5 16 98. 98 17 10 5 17 < 5 2.5 17 26. 26 18 17 17 18 < 5 2.5 18 20. 20 19 20 20 19 < 5 2.5 19 18. 18 20 17 17 20 5 2.5 20 28. 28 21 62 62 21 7 7 21 126. 126 22 14 14 22 5 2.5 22 56, 56 23 < 10 5 23 5 2.5 23 27. 27 24 < 10 5 24 -- 5 2.5 24 22. 22 25 10 5 25 5 2.5 25 25. 25 26 < 10 5 26 5 2.5 26 22. 22 27 39 39 27 6 6 27 105. 105 28 14 14 28 5 2.5 28 56, 55 29 14 14 29 5 2.5 29 26. 26 RPA 003.xlsm,data Dale) New Bern wTP REASONABLE POTENTIAL ANALYSIS NCO026348 Outfall 00,1 Qw = 0.166 MGD Qw (MGD) = 0.17 W WTP/WTP Class: iQ10S (cfs) = Modeled, IWC % defined IWC @ IQ10S = 0.10% 7QIOS (cfs) = Modeled, IWC % defined IWC @ 7QIOS = 0.10% 7QIOW (cfs) = Modeled, IWC % defined IWC @ 7Q10W = 0.10% 30Q2 (cfs) = Modeled, IWC % defined IWC @ 30Q2 = 0.10% Avg. Stream Flow, QA (cfs) = Modeled, IWC % defined IWC @ QA = 0.10% Receiving Stream: Stream Class: CHRONIC TEST NIA ASSIGN 80% ACUTE TEST PARAMETER STANDARDS & CRITERIA (2) REASONABLE POTENTIAL RESULTS TYPE (1) -� a NC WQS / Applied '/2 FAV / Max Pred n # Det. Allowable Cw Chronic Standard Acute Cw Acute: NO WQS Arsenic C 10 HH(Qavg) ug/L 0 0 N/A _ Chronic:----10,000-Q - 77 ----------------------- Acute: 42,000.0 Cadmium NC 5 SW(7QIOs) 42 ug/L 0 0 N/A___—__ -- — — —_ -- — Chronic: 5,000.0 - - - — - Acute: NO WQS Total Phenolic Compounds NC 300 A(7Q I Os) 10.0 ug/L 0 0 N/A Chronic:----300,000 - -- --- — -- ------ Acute: NO WQS Chromium NC 20 SW(30Q2) ug/L 0 0 N/A o----20,000-- Chr_nic-_ _ ----------------------- Acute: 5,800.0 Eliminate monitoring Copper (AL) NC 3 SW(7QIOs) 5.8 ug/L 29 21 140.7 ------------- No value > Allowable Cw Acute: 1,000.0 Cyanide NC 1 SW(7QIOs) 1 10.0 ug/L 0 0 N/A Chronic: 1,000.0 Acute: 221,000.0 Eliminate monitoring Lead NC 25 SW(7QIOs) 221 ug/L 29 8 33.18 _ _ _ _ Chronic 25,000.0 _ _ No value > Allowable Cw Acute: NO WQS Mercury NC 25 SW(7QIOs) 0.5 ng/L 0 0 N/A Chronic-----25,000 --- - ------------------ Acute: NO WQS Molybdenum NC 2.0 HH(7Q10s) mg/L 0 0 N/A Chronic:----2000.0— ----------- ----- — ----- Acute: 75,000.0 Nickel NC 8.3 SW(7QIOs) 75 ug/L 0 0 N/A ----- RPA 003.xlsm,rpa Page 1 of 2 6/28/2013 New Bern WTP NCO026348 REASONABLE POTENTIAL ANALYSIS Outfall 003 Qw = 0.166 MGD Acute: NO WQS Selenium NC 71 SW(7Q10s) ug/L 0 0 N/A _ ____—__ ___ — _ _ —_—__ ------- Chronic 71,000.0 Acute: 1900.000 Silver (AL) NC 0.10 SW(7QlOs) 1.90 ug/L 0 0 N/A _ __ _ _ _ _— _ _ __ Chronic: 100.000 Acute: 95000 Eliminate monitoring Zinc (AL) NC 86 SW(7Q 1 Os) 95 ug/L 29 27 473.44 _ _ _ _ _ _ _ _ — _ _ _ Chronic 86000 _ _ No value > Allowable Cw Acute: ntu 0 0 N/A _ ---------- — -- — — — — --- Chronic: - - Acute: 0 0 N/A ------------------ ------- Chronic:---------- Acute: 0 0 N/A _ ------------------ ------- Chronic:---------- Acute: 0 0 N/A -------------------------------------- Chronic: Acute: 0 0 N/A _ ---------- ---- — — ---------- Chroni_ c: --- Acute: 0 0 N/A ----------- - -- Chronic: --------_--- Acute: 0 0 N/A — --------------------- _ Chronic----------- Acute: 0 0 N/A _ — — — — ------------- Chronic:--------- - Acute: 0 0 N/A ---------- --------- — Chronic: ------------ RPA 003.xism,rpg Page 2 of 2 6/28/2013 ` 7 �vto�C apes )nc Rodriguez, Teresa G/ e CT From: Templeton, Mike /ti Sent: Friday, September 27, 2013 12:10 PM '-13 1013011-T To: Hughes)@newbern-nc.org Cc: MajstoravichJ@newbern-nc.org; Blaine Humphrey; Jarman, Kristin; Rodriguez, Teresa; Risgaard, Jon; Thornburg, Nathaniel Subject: revised draft npdes permit - nc0025348 Attachments: 25348 compare drafts 1&2 20130923.pdf; 25348 permit draft2 20130923.pdf Mr. Hughes — Attached for your information is the revised draft permit for the New Bern WWTP & WTP. This version includes provisions for nitrogen credits, as we agreed in our June 12 meeting here in Raleigh. In revising the draft permit, we have: • Drafted new language regarding nitrogen credits. • Made other changes in order to accommodate nitrogen credits and to clarify the requirements for the various wastestreams and outfalls: • deleted outfall 004 and added conditions for new outfalls 005 (discharge to quarry) and 006 (net TN discharge to river, with credits), • added a flow schematic to clarify the location of all of the outfalls, and O re -arranged the special conditions according to outfall number. • Made minor changes for clarity and consistency. The attached markup document highlights these changes, except for the re -ordering of the outfall conditions. The gist of the credits provisions in Condition A.(5.) is that it allows 100% credit for discharges to the quarry during this permit term and bases credits thereafter on a load estimation methodology to be developed by the City and approved by the Division's Land Application and NPDES Units. Condition A.(5.) includes two *voluntary* submittals pertaining to the continued credits: an initial framework document and the final proposed methodology. We discussed the final document in the June meeting; the framework submittal is new and is intended to initiate more detailed discussions between the City and the Division and ensure that the final methodology satisfies the Division's expectations and is approvable. The proposed changes are sufficient to require a second public notice of the permit, and you will have an opportunity to comment on the draft during the new 30-day review period. The next round of notices will be processed in approximately two weeks. However, we are providing you the draft permit in advance to allow you to preview the proposed changes. Please notify Teresa Rodriguez no later than October 7 if you see factual errors in the permit or believe the credit provisions are substantially different from our agreement. Unless you find fatal flaws in the credit provisions, our plan would be to correct any factual errors and proceed to public notice. I hope you will find this satisfactory. I will be out of the office until Monday, October 7, but will be glad to discuss any comments or questions you have when I return. - Mike Templeton Michael E. Templeton, P.E. Point Source Branch/ NPDES Surface Water Protection Section NCDENR - DWR Raleigh, NC Tel: 919.807.6402 Fax: 919.807.6489 Rodriguez, Teresa From: Blaine Humphrey <bhumphrey@riversandassociates.com> Sent: Thursday, July 18, 2013 2:01 PM To: Risgaard, Jon; Thornburg, Nathaniel Cc: Templeton, Mike; Rodriguez, Teresa; HughesJ@newbern-nc.org; MajstoravichJ@newbern-nc.org; Greg Churchill Subject: RE: Draft NPDES Permit and Water Reclamation Permit Modification - City of New Bern Thanks Nathaniel. Blaine >>> "Thornburg, Nathaniel" <nathaniel.thornbure@ncdenr.gov> 7/18/2013 11:33 AM >>> Blaine, As requested, attached is a Word version of Permit No. WQ0017635 issued December 31, 2008. Please let me know if I can be of any further assistance. Sincerely, Nathaniel Nathaniel D. Thornburg - Environmental Engineer III Aquifer Protection Section - Land Application Unit 1636 Mail Service Center Raleigh, NC 27699-1636 919-807-6453 919-807-6496 FAX http://Portal.ncdenr.org/web/wg/ags/lau DISCLAIMER: All a -mails sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed to third parties. -----Original Message ----- From: Blaine Humphreyfmailto:bhumphrey@riversandassociates.com] Sent: Thursday, July 18, 2013 11:41 AM To: Risgaard, Jon Cc: Templeton, Mike; Thornburg, Nathaniel; Rodriguez, Teresa; HughesJ@newbern-nc.ore; MajstoravichJ@newbern- nc.or • Greg Churchill Subject: Draft NPDES Permit and Water Reclamation Permit Modification - City of New Bern Jon, Per the conference call today with you and Jordan Hughes, we will work with the City to provide a mark-up of suggested language for the modified permit WQ0017635, which was not specifically stated in the cover letter of the July 10, 2013 permit modification submittal. Is there any way to get the WORD file of the permit, to utilize the "Track Changes" feature during the discussion/modification process? This would be easier/cleaner than "red lining" a copy, scanning and sending to you for review. Also, as we discussed for the draft NPDES permit, the City (with your concurrence) would like to reword/modify items "c." and "d." under Article A.(5.) describing Outfall 006, on page 4 of 9 (attached). You had indicated you would discuss with Mike and Teresa to determine appropriate language for the NPDES permit, coordinating with the modified Water Reclamation Permit. Item "c." leaves room for interpretation apparently. Maybe this should be referenced under A.(4.), Outfall 005? You had also indicated the date the City would start receiving 100% nutrient credit would be the date the modified WQ0017635 permit was issued, not necessarily waiting until January, 2014. Item "d." could be left in, as long as the permit referenced was understood to be the modified WQ permit, and not the old permit. If after discussing with Mike and Teresa, they require formal/official comments from the City, Jordan can respond appropriately. Should they wish to discuss via conference call prior to making any changes, we can set up the call with everyone. Thank you for your assistance. M. Blaine Humphrey, P.E. Project Manager Rivers and Associates, Inc. 107 E. Second Street Greenville, NC 27834 (252)752-4135 Phone (252)752-3974 Fax mail to: bhumphrey@riversandassociates.com website: www.riversandassociates.com "You're either part of the solution, or part of the problem." - Eldridge Cleaver 2 New Ne.,),&V4 0,,ol� � S/�i3 Belnick, Tom From: Templeton, Mike Sent: Thursday, May 16, 201310:59 AM To: Poupart, Jeff Cc: Bush, Ted; Zimmerman, Jay; Reid, Dianne; Matthews, Matt; Pohlig, Ken; Kane, Evan; Bolich, Rick; Pohlig, Ken; Colson, Kim; Zimmerman, Jay; Deamer, Nora; Belnick, Tom Subject: FW: new bern quarry project 0 RC5/3/13DletterJordan Hughes, New Bern City Enginee , to Chuck Jeff — You asked who needs to respond to Mr. Hughes's letter. This issue cuts across several program lines - NPDES & non - discharge permitting, groundwater & surface water modeling, GW & SW standards, lake management, and special studies, for starters — and we have worked collaboratively since at least 1998 because no one program has the range of authority and expertise to handle it alone. It's safe to say that is still the case. I am forwarding a summary I sent Matt after our last meeting with the City, in Sep 2009. The header lists the DWQ players who were involved at the time. All are still with the Division but not necessarily in the same position. In his letter, Mr. Hughes also cc'd the new section chiefs who have a stake in the issue. I would suggest you start by polling these folks to see who can represent each program, then arrange a meeting for us Ao bring ourselves up to speed and decide how best to respond to Mr. Hughes. I'm cc'ing all of the above plus Tom Belnick on this note, so they can be thinking about it ahead of time. MORE INFO. You can get an idea of our most recent thinking on all this by reading the summary below. The thread includes comments from Evan Kane, and I got a couple more in a different thread: Ken Pohlig: Depending on what kind of investigation he's proposing (more groundwater related, or more surface - water related), we can direct him to the appropriate Section. Rick Bolich: If i were the city, i would consider first modelling the probable N reduction in the quarry itself, and see what that # might be before undertaking the much more expensive and nebulous GW model. They may not need the GW model. I have more info, going back to 1998, if you want to read up on it. - Mike T From: Templeton, Mike Sent: Monday, September 28, 2009 1:08 PM To: Matthews, Matt Cc: Kane, Evan Subject: FW: new bern quarry project Matt - Here are a couple of insightful comments from Evan and APS that I would add to my note to you. Thanks. — Mike T From: Kane, Evan Sent: Monday, September 28, 2009 12:53 PM To: Templeton, Mike Subject: RE: new bem quarry project Mike, Thanks for sending this up to Matt. I'd just add one of the points Jay brought up that I thought was most insightful - even if the city undertakes a very sophisticated study, we (DWQ) still don't have a lot of confidence that it would provide us adequate demonstration of nutrient reductions, and we really aren't in a position to say what it would take to allay those concerns. Another point for the discussion with Coleen is to get a feel for how receptive management is to an experimental nutrient reduction estimate in the midst of recent discussions about the success (or lack thereof) of the Neuse NSW strategy. Evan E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. A single sheet of paper generates a cup and a half of wastewater. Please think twice before you print this email. From: Templeton, Mike Sent: Friday, September 25, 2009 5:56 PM To: Matthews, Matt Cc: Bush, Ted; Kane, Evan; Bolich, Rick; Pohlig, Ken; Colson, Kim; Sauber, Jay; Deamer, Nora Subject: new bern quarry project T11Fritc On Wednesday, I sat in on a meeting Ken Pohlig (CG&L) organized to discuss a request from the City of New Bern regarding the quarry project. The APS, ESS, and Planning were represented as well. We concluded that you and Ted need to talk about this and potentially elevate it to Coleen for some input. The question is how to best handle a proposal we expect from the City to develop a model of its quarry system. Per our agreement in 1999 or 2000, the City wants to develop a model to estimate how much nitrogen finds its way back to surface waters; the results could result in nitrogen credits for the New Bern WWTP discharge. David Muse, the City Engineer, has asked Ken how to go about developing and getting approval for such a model. By the end of our in-house meeting, we hadn't figured out what the modeling requirements should be. I think we all agreed, however, that developing an acceptable model presents a serious — and potentially expensive — challenge to the City and its consultant (Dr. Richard Spruill, ECU). It appears that nitrogen could be removed by biological processes in the quarry as well as by GW transport out of the quarry. We speculated that the in -quarry processes might get far greater reductions and be easier and far less expensive to model than the GW processes. We were concerned that the City might make such an investment to model both areas (someone speculated it would be on the order of $100k) only to find that GW transport is insignificant. On the one hand, it's the City's decision to take on the challenge; on the other, we don't want to give them false hope that this is technically achievable or that their effort will result in anything we can use to quantify the credits they seek. How we handle that issue will answer some of the other questions the City asked, that is, who will be the lead contact and what will the review/ approval process look like. All of our sections are involved but none is ready to take the lead. The project would ultimately require an NPDES permitting decision if we decide to grant credits. But, if the City takes the modeling path, the lion's share of the work will be in the APS arena. Though Ken is the most familiar with the project, CG&L is no longer involved with it and wants to step back and let the other programs take it from here. And ESS doesn't want it — the quarry lake is more a treatment unit than waters of the state. So, in the end, we chose to elevate this to you and Ted and get your thoughts. We expect this will need to go to Coleen and , if you agree, are prepared for a subset of our group to sit down with you and Coleen to go into it in more detail. Let me/us know what you think. - Mike T Michael E. Templeton, P.E. Point Source Branch/ NPDES Surface Water Protection Section NCDENR • DWQ Raleigh, NC Tel: 919.807.6402 Fax: 919.807.6495 E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to third parties. Summary of Part E. Toxicity Testing Data Date SSoecies Final Results 6/6/07 Pimephales promelas Pass 9/19/07 Pimephales promelas Pass 12/5/07 Americamysis (Mysidopsis) bahia Pass 3/5/08 Americamysis (Mysidopsis) bahia Pass 3/18/08 Menidia beryllina >100% 6/3/08 Americamysis (Mysidopsis) bahia Pass Menidia beryllina >100% 9/2/08 Americamysis (Mysidopsis) bahia Pass Menidia beryllina >100% 12/2/08 Americamysis (Mysidopsis) bahia Pass 12/10/08 Menidia beryllina >100% 3/3/09 Americamysis (Mysidopsis) bahia Pass 6/2/09 Americamysis (Mysidopsis) bahia Pass 9/15/09 Americamysis (Mysidopsis) bahia Pass 12/1/09 Americamysis (Mysidopsis) bahia Pass 3/2/10 Americamysis (Mysidopsis) bahia Pass 6/8/10 Americamysis (Mysidopsis) bahia Pass 9/14/10 Americamysis (Mysidopsis) bahia Pass 12/7/10 Americamysis (Mysidopsis) bahia Pass 3/1 /11 Americamysis (Mysidopsis) bahia Pass 6/7/11 Americamysis (Mysidopsis) bahia Pass 9/13/11 Americamysis (Mysidopsis) bahia Pass 12/6/11 Americamysis (Mysidopsis) bahia Pass 3/12/12 Americamysis (Mysidopsis) bahia Pass 4/10/12 Menidia beryllina >100% 6/5/12 Americamysis (Mysidopsis) bahia Pass Menidia beryllina >100% 9/18/12 Americamysis (Mysidopsis) bahia Pass Menidia beryllina >100% 12/4/12 Americamysis (Mysidopsis) bahia Pass Menidia beryllina >100% NPDES FORM 2A Additional Information ALDERMEN SABRINA BENGEL VICTOR J. TAYLOR DENNIS K. BUCHER JOHNNIE RAY KINSEY BERNARD W. WHITE DANA E. OUTLAW December 20, 2012 NCDENR/DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Ctg of Xe(u Fern 0 4ree (Pnwrus of �Kvr� Mural= ? FOUNDED 1710 Phone:252-636-4000 www.newbern-nc.org FA Pax 1129, Yeh1 Fern, ENT 28563-1129 Subject: City of New Bern WWTP NPDES Permit Renewal Application NPDES Discharge Permit # NCO025348 Dear Sir or Madam: LEE WILSON BETTIS, JR MAYOR MICHAEL R. EPPERSON CITY MANAGER VERONICA E. MATTOCKS CITY CLERK KEITH M. FIASCHETTI DIRECTOR OF FINANCE Enclosed is the original and two (2) copies of the NPDES Discharge Permit Renewal Application for the Wastewater Treatment Plant. Please review the information. If additional information is required, please contact me at 252. 639.7555 or Jordan Hughes, City Engineer at 252.639.7525 Sincerely, Judytajtoravich Operator in Responsible Charge New Bern Wastewater Treatment Plant Cc: Jordan Hughes, City Engineer File JM/jm ,�$tribing for `excellence FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin FORM 2A NPDES APPLICATION OVERVIEW Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet and a "Supplemental Application Information" packet. The Basic Application Information packet is divided into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental Application Information packet. The following items explain which parts of Form 2A you must complete. BASIC APPLICATION INFORMATION: A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12. B. Additional Application Information for Applicants with a Design Flow Z 0.1 mgd. All treatment works that have design flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through BA C. Certification. All applicants must complete Part C (Certification). SUPPLEMENTAL APPLICATION INFORMATION: D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets one or more of the following criteria must complete Part D (Expanded Effluent Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to provide the information. E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to submit results of toxicity testing. F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges and RCRA/CERCLA Wastes). SIUs are defined as: 1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and 40 CFR Chapter I, Subchapter N (see instructions); and 2. Any other industrial user that: a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain exclusions); or b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic capacity of the treatment plant; or C. Is designated as an SIU by the control authority. G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer Systems). ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION) EPA Form 3510-2A (Rev. 1.99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin BASIC APPLICATION INFORMATION PART A. BASIC APPLICATION INFORMATION -FOR ALL APPLICANTS: _ All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet. A.I. Facility Information. Facility Name New Bern WWTP and WTP Mailing Address P.O. Box 1129 New Bern NC 28563-1129 Contact Person Michael R. Epperson Title City Manager Telephone Number (252) 639-2700 Facility Address 307 Glenburnie Drive (not P.O. Box) New Bern, NC 28560 A.2. Applicant information. If the applicant is different from the above, provide the following: Applicant Name Judy Maistoravich - Mailing Address P.O. Box 1129 New Bern NC 28563 Contact Person Jordan Hughes - Title City Engineer Telephone Number (252) 639-7527 Is the applicant the owner or operator (or both) of the treatment works? ❑ owner ® operator Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. ® facility ❑ applicant A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works (include state -issued permits). NPDES NCO025348 PSD 08998R00 (Air Quality Permit) UIC Other WQ0017635 (Spray Irrigation) RCRA Other WQ0003417 (Land Application of Sludge) A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each entity and, if known, provide information on the type of collection system (combined vs. separate) and Its ownership (municipal, private, etc.). Name Population Served Type of Collection System Ownership City of New Bern 30.480 Separate Sanitary Sewer Michael R. Epperson Total population served 30.480 - - - i �.i 12 Page 2 � f 22 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. I FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 I Renewal I Neuse River Basin A.S. Indian Country. a. Is the treatment works located in Indian Country? ❑ Yes ® No b. Does the treatment works discharge to a receiving water that is either in Indian Country or that Is upstream from (and eventually flows through) Indian Country? ❑ Yes ® No A.S. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period with the 12t' month of "this year" occurring no more than three months prior to this application submittal. a. Design flow rate 6.5 MGD mgd Two Years Ago Last Year This Year b. Annual average daily flow rate 4.08 (12109-11110) 3.87 (12110-11111) 4.01 112/11-11112) C. Maximum daily flow rate 13.86 12/09-11110 11.60 (12110-11111) 11.39 (12/11-111121 A.7. Collection System. Indicate the type(s) of collection systems) used by the treatment plant. Check all that apply. Also estimate the percent contribution (by miles) of each. ® Separate sanitary sewer 100 % ❑ Combined storm and sanitary sewer % A.8. Discharges and Other Disposal Methods. a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No If yes, list how many of each of the following types of discharge points the treatment works uses: i. Discharges of treated effluent 1 ii. Discharges of untreated or partially treated effluent 0 iii. Combined sewer overflow points 0 iv. Constructed emergency overflows (prior to the headworks) 0 V. Other NA 0 b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments that do not have outlets for discharge to waters of the U.S.? ® Yes ❑ No If yes, provide the following for each surface impoundment: Location: East Lake Quarry Water Reclamation -off Glenburnle Rd (Non Discharge Permit # W00017636) Annual average daily volume discharge to surface impoundment(s) 0.076 (12111-11112) mgd Is discharge ❑ continuous or ® intermittent? C. Does the treatment works land -apply treated wastewater? ® Yes ❑ No If yes, provide the following for each land application site: Location: Mackiiwean Turf Farm Reclaimed Water Irrigation Facility -off Hwy. 43 Number of acres: 193.19 acres Annual average daily volume applied to site: 0.024 (12111-11/12) mgd Is land application ❑ continuous or ® intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? ❑ Yes ® No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NC0025348, I Renewal I Neuse River Basin If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works (e.g., tank truck, pipe). NA If transport is by a party other than the applicant, provide: Transporter Name NA Mailing Address NA NA Contact Person NA Title NA Telephone Number NA For each treatment works that receives this discharge, provide the following: Name NA Mailing Address NA NA Contact Person NA Title NA Telephone Number (NA) If known, provide the NPDES permit number of the treatment works that receives this discharge NA Provide the average daily flow rate from the treatment works into the receiving facility. NA mgd e. Does the treatment works discharge or dispose of its wastewater in a manner not included In A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes ® No If yes, provide the following for each disposal method: Description of method (including location and size of site(s) if applicable): NA Annual daily volume disposed by this method: NA Is disposal through this method ❑ continuous or ❑ intermittent? EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NC0025348, Renewal I Neuse River Basin WASTEWATER DISCHARGES: If you answered "Yes" to question A.8.a, complete -questions A.9 through A.12 once for each outfall (including bypass points) through which effluent is discharged. Do not Include Information on combined sewer overflows In this section. If you answered "No" to question A.8.a, go to Part B. "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd." A.9. Description of Outfall. a. Outfall number 002 b. Location New Bern 28560 (City or town, if applicable) (Zip Code) Craven NC (County) (state) 35 deg. 08 min 20 sec 77 deg. 03 min. 37 sec. (Latitude) (Longitude) C. Distance from shore (if applicable) 1400 ft. d. Depth below surface (if applicable) 20 ft. minimum depth ft. e. Average daily flow rate 4.05 mgd f. Does this outfall have either an intermittent or a periodic discharge? ® Yes ❑ No (go to A.9.g.) If yes, provide the following information: Number f times per year discharge occurs: Average duration of each discharge: Average flow per discharge: Months in which discharge occurs: g. Is outfall equipped with a diffuser? A.10. Description of Receiving Waters. 304 days (12/11-11/12) 24 hours 4.01 mgd varies (September -June) ® Yes ❑ No a. Name of receiving water Neuse River b. Name of watershed (if known) Neuse River Basin United States Soil Conservation Service 14-digit watershed code (if known): Defer to drawing C. Name of State ManagementlRiver Basin (if known): Neuse United States Geological Survey 8-digit hydrologic cataloging unit code (if known): Defer to drawing d. Critical low flow of receiving stream (if applicable) acute Tidal influenced. Defer to DWQ for current flow information cis chronic _ cis e. Total hardness of receiving stream at critical low flow (if applicable): Typical values for sub -basin No.030410 mg/I of CaCO3 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern VWVTP and WTP, NC0025348, Renewal Neuse River A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary ❑ Secondary ® Advanced ❑ Other. Describe: b. Indicate the following removal rates (as applicable): Design BOD5 removal or Design CBOD5 removal 98 % Design SS removal 98 % Design P removal 90 % Design N removal 88 % Other NA NA % C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: Liquid bleach sodium hvaochlorite If disinfection is by chlorination is dechlorination used for this outfall? ® Yes ❑ No Does the treatment plant have post aeration? ® Yes ❑ No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer overflows in this section. All Information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of 40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart. Outfall number. 002 MAXIMUM DAILY VALUE AVERAGE DAILY VALUE` PARAMETER ~ `: Value Uriits Value` Units Number of Samples pH (Minimum) 8.0 s.u. pH (Maximum) 8.4 s.u. Flow Rate 6.030 MGD 3.34 MGD 108 Temperature (Winter) 18 °C 15 °C 19 Temperature (Summer) 25 1 °C 23 °C 19 ' For pH please report a minimum and a maximum daily value MAXIMUMDAILY I�E DISCARG AVERAGE DAILY DISCHARGE -' ANALYTI CAL MUMDL POLLUTANT - MOD; - Coric:,. Units ' _Cone:.. Units - . Nurbe�r ofi; Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN BOD5 4.1 m /L <2.0 m /L 64 SM 5210 B 2.0 m /L CBOD5 NA NA NA NA NA NA NA DEMAND (Report one) FECAL COLIFORM 10 MPN <1.0 MPN 8 Colilert 18 1 MPN TOTAL SUSPENDED SOLIDS (TSS) 4.7 m /L <2.5 m /L 64 SM 2540 D 2.5 m /L END OF PART.A. REFER TO THE APPLICATION OVERVIEW (PAGE I) =T0 D.ETERM1,N- E WHICH OTHER- PARTS OF FORM 2A YOU ,MUST.COMPLETE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NC0025348, Renewal Neuse River Basin BASIC APPLICATION INFORMATION PART B. ADDITIONAL APPLICATION iNFORMAT{QN FORSAPPUCANTS',WITH A DE,SIGIV FLOW.GREATER THAN OR EQUAL TO 0.1 MGD (100,000 gallons per day):, All applicants with a design flow rate z 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification). B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration. 150,000 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration. The City has an annual program aimed at the rehabilitation of existing sewer infrastructure in an effort to reduce 1/1. Proiects in this program include CIPP lining and manhole lining The has in-house CCTV and smoke testing operations to help identify 1/1 locations B. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire area.) a. The area surrounding the treatment plant, Including all unit processes. b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which treated wastewater Is discharged from the treatment plant. Include outfalls from bypass piping, if applicable. c. Each well where wastewater from the treatment plant is injected underground. d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment works, and 2) listed In public record or otherwise known to the applicant. e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed. f. If the treatment works receives waste that Is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail, or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed. B.3. ` Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all ackup power sources or redunancy In the system. Also provide a water balance showing all treatment units, Including disinfection (e.g., chlorination and dechlodnation). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow rates between treatment units. Include a brief narrative description of the diagram. B.4. Operation/Maintenance Performed by Contractor(s). Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a contractor? ❑ Yes ® No If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional pages if necessary). Name: Mailing Address: Telephone Number: L 1 Responsibilities of Contractor. B.S. Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or uncompleted plans for Improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5 for each. (If none, go to question B.6.) a. List the outfail number (assigned in question A.9) for each outfall that is covered by this implementation schedule. NA b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies. ❑ Yes ® No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable). NA d. Provide dates imposed by any compliance schedule or any actual dates of completion for the Implementation steps listed below, as applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as applicable. Indicate dates as accurately as possible. Schedule Actual Completion Implementation Stage MM/DD/YYYY MM/DD/YYYY - Begin Construction /NA/ /NA/ - End Construction /NA/ /NA/ - Begin Discharge /NA/ /NA/ - Attain Operational Level /NA/ /NA/ e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ® No Describe briefly: NA NA B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY). Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not Include information on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be based on at least three pollutant scans and must be no more than four and on -half years old. Outfall Number. 002 MAXIMUM,DAtLY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL MIJMDL POLLUTANT METfIOD _ - Nuinberof_ Units• Conc: Units Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) <0.5 mg/I <0.5 mg/L 4 SM 4500-NH3 D 0.6 mg/L CHLORINE (TOTAL 20 Ng/I <10 pg/L 4 SM 4500-CI G 10 pg/L RESIDUAL, TRC) DISSOLVED OXYGEN 9.5 mg/I 8.9 mg/L 4 SM 4500-G 0.1 mg/L TOTAL KJELDAHL 1.34 mg/I 1.10 mg/L 4 EPA 361.2 0.2 mg/L NITROGEN (TKN) NITRATE PLUS NITRITE 3.90 mg/I 3.30 mg/L 4 EPA 353.2 0.06 mg/L NITROGEN OIL and GREASE <5.0 mg/L <5.0 mg/L 4 EPA 1664A 6.0 mg/L PHOSPHORUS (Total) 3.43 mg/I 1.40 mg/I 4 EPA 366.3 0.10 mg/L TOTAL DISSOLVED SOLIDS 753 mg/L 566 mg/I 4 SM2540 C 2.6 mg/L (TDS) OTHER NA NA NA NA NA NA NA END OF PARTB. REFER TO THE APPLICATION OVERVIEW (PAG:E, �I TO DETERMINE WHICH OTHER PARTS OF FORM 2A YO.0 MUST COMPLETE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern VW TP and WTP, NCO025348 Renewal Neuse River Basin BASIC APPLICATION INFORMATION PART C. CERTIFICATION All applicants must complete the Certification Section. Refer to Instructions to determine who is an officer for the purposes of this certification. All applicants must complete all applicable sections of Form 2A, as explained In the Application Overview. Indicate below which parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed Form 2A and have completed all sections that apply to the facility for which this application Is submitted. Indicate which parts of Form 2A you have completed and are submitting: ® Basic Application Information packet Supplemental Application Information packet: ® Part D (Expanded Effluent Testing Data) ® Part E (Toxicity Testing: Biomonitoring Data) ® Part F (Industrial User Discharges and RCRAICERCLA Wastes) ❑ Part G (Combined Sewer Systems) ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERT[F{CATION. 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 is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name and official title Judy Ma€storavich-Plant Manager Signature , Telephone number f2521639-75555/ Date signed I a2/ f0 Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment works or identify appropriate permitting requirements. SEND COMPLETED FORMS TO: NCDENR/ DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22 FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin SUPPLEMENTAL APPLICATION INFORMATION PART D. EXPANDED EFFLUENT TESTING DATA - Refer to the directions on the cover page to determine whether this section applies to the treatment works. Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which effluent is discharged. Do not Include information on combined sewer overflows in this section. All information reported must be based on data collected through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for anayytes not addressed by 40 CFR Part 136. Indicate In the blank rows provided below any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant scans and must be no more than four and one-half years old. Outfall number. 002 (Complete once for each outfali discharging effluent to waters of the United States.) POLLUTANT; MAXIMUM OAII;Y DISCHARGE AVERAGE`DAILY D[SCHARGE ANALYTICAL METHOD MUMI31 " Conc Units .Mass " Umts° Gond Uriiits 'Mass:; Units Nnrriber a of ' Samples METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS. ANTIMONY <3.0 pgll <0.11 lbs <3.0 pg/I <0.09 lbs, 4 EPA 204.2 3.0 pg/L ARSENIC <5.0 pg/1 <0.18 lbs < 5.0 pg/I <0.15 lbs 4 EPA 206.2 5 pg/L BERYLLIUM <1.0 pg/l <0.04 lbs <1.0 pg/I <0.03 lbs 4 EPA 200.7 1 pg/L CADMIUM <1.0 pg/l <0.04 lbs <1.0 pg/I <0.03 lbs 4 EPA 213.2 1 pg/L CHROMIUM <5.0 pg/I <0.18 lbs < 5.0 pg/l <0.15 lbs 4 EPA 200.7 5 pg/L COPPER 12 pg/I 0.43 lbs <10 pg/l <0.30 lbs 4 EPA 200.7 10 pg/L LEAD <5.0 pg/I <0.18 lbs < 6.0 pg/I <0.15 lbs 4 EPA 200.7 5 pg/L MERCURY 1.1 ngn 0.00 lbs <1.0 ng/I 0.00 lbs 4 EPA 1631 1 ng/L NICKEL <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 200.7 10 pg/L SELENIUM <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 270.2 10 pg/L SILVER <5.0 pg/I <0.18 lbs < 5.0 pg/l <0.15 lbs 4 EPA 200.7 5 pg/L THALLIUM <1.0 pg/I <0.04 lbs <1.0 pg/I <0.03 lbs 4 EPA 279.2 1 pg/L ZINC 41 pg/I 1.19 lbs 34 pg/I 1.02 lbs 4 EPA 289.1 10 pg/L CYANIDE <5.0 pg/I <0.18 lbs < 5.0 pg/I <0.15 lbs 4 SM 4500 CN-E 5 pg/L TOTAL PHENOLIC COMPOUNDS <2 0 pg/l <0.07 lbs <2.0 pg/I <0.06 lbs 4 SM 510A & B 2.0 pg/L HARDNESS (as CaCO3) 106 mg/I 3801 lbs 88 mg/I 2642 lbs 4 SM 2340 C 1.0 mg/L Use this space (or a separate sheet) to provide information on other metals requested by the permit writer NA NA EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 10 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION RIVER BASIN: REQUESTED: New Bern VWI TP and WTP, NCO025348 Neuse River Basin Renewal Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUMbAILY DISCHARGE AVERAGE;DAiLY DISCHARGE -ANALYTICAL :MUMDL "Number POLLUTANT Units Mass Units Conc: ' UnitsMass Units of METHOD _ Samples VOLATILE ORGANIC COMPOUNDS ACROLEIN <100 pg/I <3.59 Ibs <100 pgA <3.00 lbs 4 EPA 624 100 pg/L ACRYLONITRILE <50 pg/I <1.79 Ibs <50 pg/I <1.50 Ibs 4 EPA 624 50 pg/L BENZENE <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L BROMOFORM <5.0 pgA <0.18 Ibs < 5.0 pgA <0.15 Ibs 4 EPA 624 5 pg/L CARBON <5.0 pg8 <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L TETRACHLORIDE CHLOROBENZENE <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L CHLORODIBROMO- 9.60 pg/I 0.26 Ibs 5.0 pgll 0.15 Ibs 4 EPA 624 5 pg/L METHANE CHLOROETHANE <10 pg/l 0.36 lbs <10 pg/l <0.30 Ibs 4 EPA 624 10 pg/L 2-CHLOROETHYLVINYL <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L ETHER CHLOROFORM 45.30 pgA 1.62 Ibs 32.66 pgA 0.98 Ibs 4 EPA 624 5 pg/L DICHLOROBROMO- 27.90 pg/I 1.00 Ibs 19.75 pg/I 0.59 Ibs 4 EPA 624 5 pg/L METHANE 1,1-DICHLOROETHANE <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 lbs 4 EPA 624 5 pg/L 1,2-DICHLOROETHANE <5.0 pgA <0.18 Ibs < 5.0 pgA <0.15 Ibs 4 EPA 624 5 pg/L TRANS-I,2-DICHLORO- <5.0 pg/I <0.18 Ibs < 5.0 pg/l <0.15 Ibs 4 EPA 624 5 pg/L ETHYLENE 1,1-DICHLORO- <5.0 pg/I <0.18 lbs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L ETHYLENE 1 <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 lbs 4 EPA 624 5 pg/L CHLOROPROPANE 1,3-DICHLORO- <5.0 pg/I <0.18 lbs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L PROPYLENE ETHYLBENZENE <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L METHYL BROMIDE <10 pg/I <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 624 10 pg/L METHYL CHLORIDE <10 pg/I <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 624 10 pg/L METHYLENE <10 pg/I <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 624 10 pg/L CHLORIDE 1,1,2,2-TETRA- <5.0 pgA <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L CHLOROETHANE TETRACHLORO- <5.0 pg/I <0.18 Ibs < 5.0 pg/I <0.15 Ibs 4 EPA 624 5 pg/L ETHYLENE TOLUENE <5.0 pgll 1 <0.18 Ibs < 5.0 1 p9/1 <0.15 Ibs 4 EPA 624 5 pg/L EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 11 of 22 FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Outfall number. 002 (Complete once for each outfall discharging effluent to waters of the United States.) POLLUTANT. MAXIMUM DAILY DISCHARGE AVERAGE:DA[LY DISCHARGE ANALYTICAL ' `METHOD' MLIMDL Conic. Unity Mass. .'Units. Come.: Units "Mass` Uttits Na�iiber of Samples TRICHLOROETHANE <5.0 pg/l <0.18 Ibs < 5.0 pgll <0.15 Ibs 4 EPA 624 5 pg/L 1,1,2- TRICHLOROETHANE <5.0 pg/I <0.18 Ibs < 5.0 pgll <0.15 Ibs 4 EPA 624 5 pg/L TRICHLOROETHYLENE <5.0 pg/I <0.18 Ibs < 5.0 pg/l <0.15 Ibs 4 EPA 624 5 pg/L VINYL CHLORIDE <10 pg/I J <0.36 ibs <10 pg/l <0.30 ibs 4 EPA 624 10 pg/L Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer NA ACID -EXTRACTABLE COMPOUNDS P-CHLORO-M-CRESOL <20.0 pg/I <0.72 Ibs <20.0 pg/I 0.60 Ibs 4 EPA 625 20 pg/L 2-CHLOROPHENOL <10 pg/I <0.36 Ibs <10 pg/l <0.30 Ibs 4 EPA 625 10 pg/L 2,4-DICHLOROPHENOL <10 pgll <0.36 Ibs <10 pg/1 <0.30 Ibs 4 EPA 625 10 pglL 2,4-DIMETHYLPHENOL <10 pgll <0.36 Ibs <10 pg/l <0.30 Ibs 4 EPA 625 10 pglL 4,6-DINITRO-0-CRESOL <50 pgll <1.79 ibs <50 pg/l <1.50 Ibs 4 EPA 625 50 pg/L 2,4-DINITROPHENOL <50 pg/I <1.79 ibs <50 pgll <1.50 lbs 4 EPA 625 50 pg/L 2-NITROPHENOL <10 pg/l <0.36 Ibs <10 pgll <0.30 ibs 4 EPA 625 10 pg/L 4-NITROPHENOL Y <50 pg/l <1.79 Ibs <50 pg/I <1.50 Ibs 4 EPA 625 50 pg/L PENTACHLOROPHENOL <50 pg/I <1.79 Ibs <50 pg/I <1.50 Ibs 4 EPA 625 50 pg/L PHENOL <10 pg/l <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 625 10 pg/L 2,4,6- TRICHLOROPHENOL <10 pgll <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 625 10 pg/L Use this space (or a separate sheet) to provide information on other -acid -extractable compounds requested by the permit writer NA BASE -NEUTRAL COMPOUNDS ACENAPHTHENE <10 pg/I <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 625 10 pg/L ACENAPHTHYLENE <10 pg/l <0.36 ibs <10 pg/l <0.30 ibs 4 EPA 625 10 pg/L ANTHRACENE <10 pg/l <0.36 Ibs <10 pgll <0.30 ibs 4 EPA 625 10 pg/L BENZIDINE <100 pg/l <3.59 Ibs <100 pg/l <3.00 Ibs 4 EPA 625 100 pg/L BENZO(A)ANTHRACENE <10 pg/l <0.36 Ibs <10 pg/I <0.30 Ibs 4 EPA 625 10 pg/L BENZO(A)PYRENE <10 pg/i <0.36 Ibs <10 pg/l <0.30 Ibs 4 EPA 625 10 pg/L EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 12 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin Outfall number. 002 (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE , AVERAGE_:DAILY DISCHARGE POLLUTANT ANALYTICAL ML MDL Numfier Conc Units_ Ma§s Units Conc. Units . Mass Units ; of : METHOD', . Samples' 3,4 BENZO- <10 Ng/l <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 µg/L FLUORANTHENE BENZO(GHI)PERYLENE <10 pgfl <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L BENZO(K) <10 pg/I <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 µg/L FLUORANTHENE BIS (2-CHLOROETHOXY) <10 pg/I <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L METHANE BIS (2-CHLOROETHYL)- <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L ETHER BIS (2-CHLOROISO- <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L PROPYL)ETHER BIS (2-ETHYLHEXYL) <20 µg/I <0.72 lbs <20.0 pg/l <0.60 lbs 4 EPA 625 20 pg/L PHTHALATE 4-BROMOPHENYL <10 µg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L PHENYLETHER BUTYL BENZYL <10 µg/l <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L PHTHALATE 2-CHLORO- <10 pgA <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L NAPHTHALENE 4-CHLORPHENYL <10 pg/l <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 µg/L PHENYLETHER CHRYSENE <10 pg/l <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L DI-N-BUTYL PHTHALATE <10 µg/l <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L DI-N-OCTYL PHTHALATE <10 µg/I <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L DIBENZO(A,H) <10 pgll <0.36 lbs <10 µg11 <0.30 lbs 4 EPA 625 10 pg/L ANTHRACENE 1,2-DICHLOROBENZENE <10 pgA <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L 1,3-DICHLOROBENZENE <10 pgll <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L 1,4-DICHLOROBENZENE <10 µg/I <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L 3,3-DICHLORO- <10 pgA <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L BENZIDINE DIETHYL PHTHALATE <10 pg/l <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L DIMETHYL PHTHALATE <10 pg/I <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L 2,4-DINITROTOLUENE <10 pgA <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L 2,6-DINITROTOLUENE <10 pg/l <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L 1,2-DIPHENYL- <10 pg/l <0.36 lbs <10 pg/I <0.30 Ibs 4 EPA 625 10 pg/L HYDRAZINE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forts 7550-6 & 7550-22. Page 13 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern VWVTP and WTP, NCO025348 Renewal Neuse River Basin Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.) MAX UM.DAILY DISCHARGE AVE_ RAGE DAILYbISCHARGE': POLLUTANT ANALYTICAL MLlMDL ,Units Nttmher Conc. Units, Mass Conc. Units Mass Units of`,'` METHOD Samples FLUORANTHENE <10 pgA <0.36 lbs <10 pg/l <0.30 lbs 4 EPA 625 10 pg/L FLUORENE <10 pg/I <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L HEXACHLOROBENZENE <10 pgA <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L HEXACHLORO- <10 pg/I <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L BUTADIENE HEXACHLOROCYCLO- <10 pgA <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L PENTADIENE HEXACHLOROETHANE <10 pgA <0.36 lbs <10 pg/1 <0.30 lbs 4 EPA 625 10 pg/L INDENO(1,2,3-CD) <10 pgA <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L PYRENE ISOPHORONE <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L NAPHTHALENE <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L NITROBENZENE <10 pg/l <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L N-NITROSODI-N- <10 pgA <0.36 lbs <10 pgA <0.30 lbs, 4 EPA 625 10 pg/L PROPYLAMINE N-NITROSODI- <10 pgA <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L METHYLAMINE N-NITROSODI- <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L PHENYLAMINE PHENANTHRENE <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L PYRENE <10 pg/I <0.36 lbs <10 pgA <0.30 lbs 4 EPA 625 10 pg/L <10 pg/I <0.36 lbs <10 pg/I <0.30 lbs 4 EPA 625 10 pg/L TRICHLOROBENZENE Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer NA Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer NA END OF PART D F REFER TO THE APPLICATION OVERVIEW'(PAd 1) TO ,DETERMINE WHICH OTHER PARTS OF FORM;2A YOU -MUST COMPETE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 14 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern VW TP and WTP, NCO025348 Renewal Neuse River Basin SUPPLEMENTAL APPLICATION INFORMATION PART E. TOXICITY TESTING DATA POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the facility's discharge points: 1) POTWs with a design flow rate greater than or equal to 1.0 mgd; 2) POTWs with a pretreatment program (or those that are required to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters. • At a minimum, these results must Include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. • In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test conducted during the past four and one-half years revealed toxicity, provide any Information on the cause of the toxicity or any results of a toxicity reduction evaluation, if one was conducted. • If you have already submitted any of the information requested In Part E, you need not submit It again. Rather, provide the information requested in question EA for previously submitted Information. If EPA methods were not used, report the reasons for using alternate methods. If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E. If no b€omonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to complete. E.I. Required Tests. (See Attachments) Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years. ❑ chronic ® acute E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half Years. Allow one column per test (where each species constitutes a test). Copy this page if more than three tests are being reported. Test number. 1 Test number. 2 Test number. 3 a. Test information. Amedcamysts bahia Menldla berylllna Americamysls bahla Test Species & test method number EPA 2007.0 EPA 2006.0 EPA 2007.0 Age at initiation of test 3 days old 10 days old 4 days old Outfall number 001 001 001 Dates sample collected March 12-13, 2012 April 10-11, 2012 June 05-06, 2012 Date test started March 14, 2012 April 12, 2012 June 07, 2012 Duration 24 hours 24 hours 24 hours b. Give toxicity test methods followed. Method for Measuring the Acute Toxicity for Effluents and Receiving Waters to Method for Measuring the Acute Toxicity for Effluents and Receiving Waters to Method for Measuring the Acute Toxicity for Effluents and Receiving Manual title Freshwater and Freshwater and Waters to Freshwater and Marine Organisms, EPA-821-R-02-012 Marine Organisms, EPA-821-R-02-012 Marine Organisms, EPA-821-R-02-012 Edition number and year of publication Fifth Edition, October 2002 Fifth Edition, October 2002 Fifth Edition, October 2002 Page number(s) 1-275 1-275 1-275 c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used. 24-Hour composite X X X Grab d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each. Before disinfection After disinfection X X X After dechlorination X X X EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 15 of 22 FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Test number: 1 Test number: 2 Test number: 3 e. Describe the point In the treatment process at which the sample was collected. Sample was collected: Effluent Outtall 001, combination of outfall 002 3 OOJ After all treatment processes Effluent WWI 001, combination of outtall 002 3 OOJ After all treatment processes Effluent Outfatl 001, combination of outfall 002 3 003 Auer all treatment processes f. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both Chronic toxicity Acute toxicity X X X g. Provide the type of test performed. Static X X X Static -renewal Flow -through h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source. Laboratory water Salt synthetic water Salt synthetic water Salt synthetic water Receiving water I. Type of dilution water. If salt water, specify "natural" or type of artificial sea salts or brine used. Fresh water Salt water Marine Mix, 40 Fathoms Sea Salt Marine Mix, 40 Fathoms Sea Salt Marine Mix, 40 Fathoms Sea Salt j. Give the percentage effluent used for all concentrations in the test series. 0, 90% 0,46,67.5,90,95, 100% 0, 90% k. Parameters measured during the test. (State whether parameter meets test method specifications) pH Yes Yes Yes Salinity Yes Yes Yes Temperature Yes Yes Yes Ammonia Not applicable Not applicable Not applicable Dissolved oxygen Yes Yes Yes I. Test Results. Acute: Percent survival in 100% effluent 100% 100% 90 % LCso >90% >100% >90% 95% C.I. Not applicable Not applicable % Not applicable Control percent survival 100% 100% 100% Other (describe) Pass/Fall PASS PASS EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 16 of 22 FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Chronic: NIA NOEC % % % IC25 % Control percent survival % % % Other (describe) m. Quality Control/Quality Assurance. Is reference toxicant data available? Yes Yes Yes Was reference toxicant test within acceptable bounds? Yes Yes Yes What date was reference toxicant test run (MM/DDNYYY)? 03/14/2012 04/12/2012 06/05/2012 Other (describe) E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation? ❑ Yes ® No If yes, describe: EA. Summary of Submitted Blomonitoring Test Information. If you have submitted biomonitoring test information, or Information regarding the cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary of the results. Date submitted: I I (MM/DD/YYYY) Summary of results: (see instructions) END OF PART E. REFER TO THE APPLICATION OVERVIEW (O;_).'TO.DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE. EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 17 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin SUPPLEMENTAL APPLICATION INFORMATION PART E. TOXICITY TESTING DATA POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the facility's discharge points: 1) POTWs with a design flow rate greater than or equal to 1.0 mgd; 2) POTWs with a pretreatment program (or those that are required to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters. • At a minimum, these results must include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two species), or the results from four tests performed at least annually In the four and one-half years prior to the application, provided the results show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include information on combined sewer overflows in this section. All Information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. • In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a toxicity reduction evaluation, if one was conducted. • If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information requested In question EA for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods. If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E. If no biomonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to complete. E.1. Required Tests. (See Attachments) Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years. ❑ chronic ® acute E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one column per test (where each species constitutes a test). Copy this page if more than three tests are being reported. Test number. 4 Test number. 5 Test number. 6 a. Test information. Menidla beryllina Amedcamysls bahla Menldia beryllina Test Species & test method number EPA 2006.0 EPA 2007.0 EPA 2006.0 Age at initiation of test 11 days old 3 days old 11 days old Outfall number 001 001 001 Dates sample collected June 05-06, 2012 September 18-19, 2012 September 18-19, 2012 Date test started June 07, 2012 September 20, 2012 September 20, 2012 Duration 24 hours 24 hours 24 hours b. Give toxicity test methods followed. Method for Measuring the Acute Toxicity for Effluents and Receiving Waters to Method for Measuring the Acute Toxicity for Effluents and Receiving Waters to Method for Measuring the Acute Toxicity for Effluents and Receiving Manual title Freshwater and Freshwater and Waters to Freshwater and Marine Organisms, EPA-621-R-02-012 Marine Organisms, EPA-821-R-02-012 Marine Organisms, EPA-821-R-02-012 Edition number and year of publication Fifth Edition, October 2002 Fifth Edition, October 2002 Fifth Edition, October 2002 Page number(s) 1-275 1-275 1-275 c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used. 24-Hour composite X X X Grab d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each. Before disinfection After disinfection X X X After dechlorination X X X NPDES FORM 2A Additional Information V FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Test number: 4 Test number: 5 Test number: 6 e. Describe the point in the treatment process at which the sample was collected. Sample was collected: Effluent Outfat1001, combination of outfall 002 3 003 After all treatment processes Effluent Outrall 001, combination of outfall 002 3 OOJ After all treatment processes Effluent WWI 001, combination of outfatl 002 6 003 Attar all treatment processes f. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both Chronic toxicity Acute toxicity X X X g. Provide the type of test performed. Static X X X Static -renewal Flow -through h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source. Laboratory water Salt synthetic water Salt synthetic water Salt synthetic water Receiving water i. Type of dilution water. If salt water, specify "natural' or type of artificial sea salts or brine used. Fresh water Salt water Marine Mix 40 Fathoms Sea Salt Marine Mix 40 Fathoms Sea Salt Marine Mix 40 Fathoms Sea Salt J. Give the percentage effluent used for all concentrations in the test series. 0,45,67.5,90,95 100% 0,90% 0,45,67.5,90,95 100 /o k. Parameters measured during the test. (State whether parameter meets test method specifications) pH X X X Salinity X X X Temperature X X X Ammonia Not Applicable Not Applicable Not Applicable Dissolved oxygen X X X I. Test Results. Acute: Percent survival in 100% effluent 100% 100% 100% LCso >100% >90% >100% 95% C.I. Not Applicable Not Applicable Not Applicable Control percent survival 106 % 100% 100% Other (describe) Pass/Fall PASS NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTR NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Chronic: NIA NOEC % % % IC25 Control percent survival % % % Other (describe) m. Quality Control/Quality Assurance. Is reference toxicant data available? Yes Yes Yes Was reference toxicant test within acceptable bounds? Yes Yes Yes What date was reference toxicant test run (MM/DD/YYYY)? 06/07/2012 09/19/2012 09/19/2012 Other (describe) E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation? ❑ Yes ® No If yes, describe: E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information, or information regarding the cause of toxicity, within the past four and one-half years, provide the dates the Information was submitted to the permitting authority and a summary of the results. Date submitted: / / (MM/DD/YYYY) Summary of results: (see instructions) END' OF,PART E. REFER TO THE APPLICATION OVERVIEW (P,_,A�GE 1j Tt0 DETERl11lINE WHICH OTHER PARTS OF FORM 2A YC?l�'�MUST COMPLPTE.., NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin SUPPLEMENTAL APPLICATION INFORMATION. PART E. TOXICITY TESTING DATA POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the facility's discharge points: 1) POTWs with a design flow rate greater than or equal to 1.0 mgd; 2) POTWs with a pretreatment program (or those that are required to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters. • At a minimum, these results must include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. • In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a toxicity reduction evaluation, if one was conducted. • If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information requested in question EA for previously submitted Information. If EPA methods were not used, report the reasons for using alternate methods. If test summaries are available that contain all of the information requested below, they may be submitted In place of Part E. If no biomonitodng data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to complete. E.I. Required Tests. (See Attachments) Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years. ❑ chronic ® acute E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one column per test (where each species constitutes a test). Copy this page If more than three tests are being reported. Test number 7 Test number. 8 Test number. a. Test Information. Americamysis bahia Menidla beryllina Test Species S test method number EPA 2007.0 EPA 2006.0 Age at initiation of test 3 days old 11 days old Outfall number 001 001 Dates sample collected December 4-5, 2012 December 4-5, 2012 Date test started December 6, 2012 December 6, 2012 Duration 24 hours 24 hours b. Give toxicity test methods followed. Method for Measuring the Acute Toxicity Method for Measuring the Acute Toxicity for Effluents and Receiving Waters to for Effluents and Receiving Waters to Manual title Freshwater and Freshwater and Marine Organisms, EPA-821-R-02-012 Marine Organisms, EPA-821-R-02-012 Edition number and year of publication Fifth Edition, October 2002 Fifth Edition, October 2002 Page number(s) 1-275 1-275 c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used. 24-Hour composite X X Grab d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each. After disinfection X X After Dechlorination X X NPDES FORM 2A Additional Information a FACILITY NAME AND PERMIT NUMBER: New Bern WWTP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Test number: 7 Test number: 8 e. Describe the point in the treatment process at which the sample was collected. Sample was collected: Effluent Outfall 001, combination of outfall 002 3 003 After all treatment processes Emuent outra0 001, combination of outfell 002 3 003 After all treatment processes f. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or bath Chronic toxicity Acute toxicity X X g. Provide the type of test performed. Static X X Staticrrenewal Flow -through h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source. Laboratory water Salt synthetic water Salt synthetic water Receiving water i. Type of dilution water. If salt water, specify "natural" or type of artificial sea salts or brine used. Fresh water Salt water Marine Mix, 40 Fathoms Sea Salt Marine Mix, 40 Fathoms Sea Salt j. Give the percentage effluent used for all concentrations in the test series. 0, 90% 0, 45, 67.5, 90, 95,100% k. Parameters measured during the test. (State whether parameter meets test method specifications) pH X X Salinity X X Temperature X X Ammonia Not Applicable Not Applicable Dissolved oxygen X X I. Test Results. Acute: Percent survival In 100°% effluent 100 % 100 % LCso >90 % >100% 95°% C.I. Not Applicable Not Applicable % Control percent survival 100 % 100 % % Other (describe) Pass/Fall Pass NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: New Bern VW TP and WTP, NCO025348 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse River Basin Chronic: NIA NOEC % % % IC25 % % % Control percent survival % % % Other (describe) m. Quality Control/Quality Assurance. Is reference toxicant data available? Yes Yes Was reference toxicant test within acceptable bounds? Yes Yes What date was reference toxicant test run (MM/DDNYYY)? 12/0612012 12106/2012 Other (describe) E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation? ❑ Yes ® No If yes, describe: EA. Summary of Submitted Biomonitoring Test Information. If you have submitted blomonitoring test information, or information regarding the cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary of the results. Date submitted: / / (MWDDNYYY) Summary of results: (see instructions) END OF PART.E REFER TO THE APPLICATION OVERVIEW (PAG5RMjNE..W ICK'OTHER PARTS OF FORM 2A-YOU �MUiS;i G;OMP�I�ETE. NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse SUPPLEMENTAL APPLICATION INFORMATION PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must complete part F. GENERAL INFORMATION: F.I. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program? ® Yes ❑ No F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of industrial users that discharge to the treatment works. a. Number of non -categorical SIUs. 2 b. Number of CIUs. 4 SIGNIFICANT INDUSTRIAL USER INFORMATION: Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and provide the information requested for each SIU. F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages as necessary. Name: BSH Home Aooliances — Dishwasher Facility Mailing Address: 100 Bosch Boulevard New Bern NC 28560 F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. Manufactures dishwashersThis includes Pans washing metal cutting forming welding general assembly and product testing F.6. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's discharge. Principal product(s): Dishwashers Raw material(s): Stainless carbon galvanized steel Bitumen plastic cleaners and lubricants F.6. Flow Rate. a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 6000 gpd (85 % continuous or 15 % intermittent) b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 5000 gpd (85 % continuous ar 15 % intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits ® Yes ❑ No b. Categorical pretreatment standards ❑ Yes ® No If subject to categorical pretreatment standards, which category and subcategory? NA EPA Form 3510-2A (Rev. 1-99). Replaces EPA fortes 7550-6 & 7550-22. Page 18 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin SIGNIFICANT INDUSTRIAL USER INFORMATION: Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and provide the information requested for each SIU. FA Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages as necessary. Name: BSH Home Appliances Range Facility Mailing Address: 100 Bosch Blvd. New Bern, NC 28562 FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. Manufacturing cooking appliances F.S. Principal Product(s) and Raw Matr ial(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's discharge. Principal product(s): Stove tops and built in ovens Raw material(s): galvanized stainless steel sheet metal Plastics glass wires enameling materials and controls F.S. Flow Rate. k. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and whether the discharge Is continuous or Intermittent. 3000 gpd ( X continuous or intermittent) I. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 2000 gpd ( X continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits ® Yes ❑ No b. Categorical pretreatment standards ® Yes ❑ No If subject to categorical pretreatment standards, which category and subcategory? 40 CFR 466.15 F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets, Interference) at the treatment works In the past three years? ❑ Yes ® No If yes, describe each episode. FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin SIGNIFICANT INDUSTRIAL USER INFORMATION: Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.S and provide the Information requested for each SIU. F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages as necessary. Name: Chatsworth Products Incorporated Mailing Address: FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. Manufacturina of structural support systems for data communication and computer equipment F.S. Principal Product(s) and Raw Matedal(s). Describe all of the pdncipal processes and raw matedals that affect or contribute to the SIU's discharge. Principal product(s): Storage racks cabling managers and steel cabinets Raw matedal(s): aluminum steel and Powder Paint F.6. Flow Rate. e. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 3,000 gpd ( X continuous or intermittent) f. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. gpd ( X continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits ® Yes ❑ No b. Categorical pretreatment standards ® Yes ❑ No If subject to categorical pretreatment standards, which category and subcategory? F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets, interference) at the treatment works in the past three years? ❑ Yes ® No If yes, describe each episode. FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin SIGNIFICANT INDUSTRIAL USER INFORMATION: Supply the following Information for each SIU. If more than one SIU discharges to the treatmentworks, copy questions F.3 through F.8 and provide the information requested for each SIU. F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages as necessary. Name: Coastal Regional Solid Waste Management Authority Mailing Address: P 0. Box 128 Cove City, NC 28523 FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. Leachate from regional landfill F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's discharge. Principal product(s): None Raw malerial(s): None F.6. Flow Rate. g. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 30,000 gpd ( continuous or X intermittent) It. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. gpd ( continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits ® Yes ❑ No b. Categorical pretreatment standards ❑ Yes ® No If subject to categorical pretreatment standards, which category and subcategory? F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets, interference) at the treatment works in the past three years? ❑ Yes ® No If yes, describe each episode. FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WVVTP and WTP, NCO025348 Renewal Neuse River Basin SIGNIFICANT INDUSTRIAL USER INFORMATION: Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and provide the Information requested for each SIU. F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages as necessary. Name: Made Milk and Ice Cream Company Mailing Address: P. O. Drawer S New Bern, NC 28560 F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. Dairy Product processing F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's discharge. Principal producl(s): Milk juice and tea Raw material(s): milk sugar, flavorings corn sweeteners coca Powder, whey Powder, stabilizers and emulsifiers F.6. Flow Rate. a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 26,000 gpd ( X continuous or intermittent) b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 30,000 gpd ( X continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits ® Yes ❑ No b. Categorical pretreatment standards ❑ Yes ® No If subject to categorical pretreatment standards, which category and subcategory? F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets, interference) at the treatment works in the past three years? ❑ Yes ® No If yes, describe each episode. FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP and WTP, NCO025348 Renewal Neuse River Basin SIGNIFICANT INDUSTRIAL USER INFORMATION: Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and provide the information requested for each SIU. F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages as necessary. Name: Moen Incorporated Mailing Address: 101 Industrial Drive New Bern, NC 28562 FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. Manufacturing of Plumbing Products F.S. Principal Product(s) and Raw Matarial(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's discharge. Principal product(s): Faucets and Plumbing accessories Raw material(s): brass and cooper F.6. Flow Rate. C. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 10,000 gpd ( X continuous or intermittent) d. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per day (gpd) and whether the discharge is continuous or intermittent. 10,000 gpd ( X continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Loral limits ® Yes ❑ No b. Categorical pretreatment standards ® Yes ❑ No If subject to categorical pretreatment standards, which category and subcategory? 40 CFR 433 F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets, Interference) at the treatment works in the past three years? ❑ Yes ® No If yes, describe each episode. I ACILITY NAME AND PERMIT NUMBER: -J PERMIT ACTION REQUESTED: RIVER BASIN: New Bern WWTP & WTP, NCO025348 Renewal Neuse F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SILL Has the SIU caused or contributed to any problems (e.g., upsets, interference) at the treatment works in the past three years? ❑ Yes ® No If yes, describe each episode. RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE: F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe? ❑ Yes ® No (go to F.12) F.10. Waste transport. Method by which RCRA waste is received (check all that apply): ❑ Truck ❑ Rail ❑ Dedicated Pipe F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units). EPA Hazardous Waste Number Amount Units CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER: F.12. Remedlation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities? ❑ Yes (complete F.13 through F.15.) ® No F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRAIor other remedial waste originates (or is excepted to origniate in the next five years). F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known. (Attach additional sheets if necessary.) F.15. Waste Treatment a. Is this waste treated (or will be treated) prior to entering the treatment works? ❑ Yes ❑ No If yes, describe the treatment (provide information about the removal efficiency): b. Is the discharge (or will the discharge be) continuous or intermittent? ❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule. END OF PART F. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 19 of 22