Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NC0023876_Special Order by Consent_19930226
DIVISION OF ENVIRONMENTAL MANAGEMENT February 26, 1993 TO: Janet Russell, WSRO FROM: Trevor Clements, Technical Suppo r � SUBJECT: Burlington SOC Extension Request This memo is to follow up on our telephone conversation today. As I mentioned to you, I am not very familiar with the nitty gritty details of ongoing toxicity reduction efforts for Burlington. Therefore, I will leave judgment of the merit of the request for extension up to the region and Environmental Sciences. However, I would like to comment on the quality and intent of the proposed approach by Burlington. The SIU Toxicity Monitoring Program "hits the nail on the head" with regard to what we intended to happen when we first derived the original SOC requirement for the chemical management plan. Because of the wide variety of chemical compounds received by Burlington from their industrial sources, it was thought that they needed a process for identifying the chemical compounds and being provided with information regarding treatability. With this information as a basis, it was thought that SIUs would be more likely to make conscientious decisions regarding elimination of certain chemicals through product substitution or process modification and in making direct chemical purchases. The most recent proposal comes closer to this objective than anything else that I've reviewed to date. It appears to be very thorough and I applaud their efforts. Once again, you or Environmental Sciences staff are in a better position to catch specific flaws, but from a conceptual standpoint I like the proposal. As a related item, if the proposed program identifies specific parameters that are likely to remain of long-term concern, then those parameters should be incorporated with the pretreatment program's long-term monitoring program, future headworks analyses, and subsPq,a:-!nt industrial user ' ermits. Also, with regard to their request to update the 67(b) allowance for additional wasteflows, Burlington will need to comply with the stipulations under 15A NCAC 2H .1206 (d). In particular subsection (1)(E)(v) of that rule will require a headworks analysis and supporting toxicity information in order for the Division to determine whether a given nondomestic source can be added. Please call me if further clarification is required. cc: Ruth Swanek Pretreatment File S0G Xi4F=o. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES WINSTON-SALEM REGIONAL OFFICE DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION March 26, 1991 MEMORANDUM TO: Kent Wiggins THROUGH: Steven Mauney FROM: Eric Galamb SUBJECT: Regional Staff Report for South Burlington WWTP SOC, EMC WQ 90-48 Alamance County I•r:� { 1. The current MP screen is attached. .(�� Q �,�, E,�1€d APR 0 11991 TECHNICAL SUPPORT BRANDI 2. The City will fund the toxicity problem. The City has received construction grants for their expansion from 9.5 MGD to 12.0 MGD. The construction should be completed by December 31, 1992. 3. The instream assessment is attached. 4. The City requests 550,000 gallons of.additional flow. 5. The City will be conducting TIE/TRE investigations to solve the toxicity problem. When the City expands to 12 MGD, they will add 1 aeration basin, 2 phosphorus removal tanks, 1 secondary clarifier and 2 aerobic digesters. 6. The City is monitoring according to their current NPDES permit. 7. Toxicity has been completely addressed (see attachment). 8. Pretreatment comments were received and incorporated into the SOC. - 2 - 9. The facility uses the activated sludge process with a design flow of 9.5 MGD. 10. The facility is properly operated and maintained. A compliance sampling inspection was performed on March 8, 1990. All areas evaluated during the inspection were satisfactory. 11. The permit is not under adjudication. 12. There are no known special circumstances concerning the issuance of the SOC. 13. The expiration date is April 30, 1993. 14. All of the current NPDES parameters are those listed on the SOC with the following exceptions: fecal coliform has been lowered to 200 colonies per 100 ml, copper, zinc and cyanide are now required to be sampled weekly rather than monthly, and the detection level has been set at 8 ug/l for copper. 15. The downstream water quality impacts are not affected by the lowered fecal coliform limits because the City is already meeting this limit. The increased monitoring frequency for copper, zinc, and cyanide should produce data that would dictate whether they should be included in future permits (i.e. existing draft). 16. The compliance schedule was based on the toxicity SOC for the City of Havelock. 17. The WSRO recommends that the SOC for the City of Burlington be approved. EEG/dh Attachment cc: Ken Eagleson Trevor Clements WSRO Agenda Item Explanation: Consideration of Water Quality Special Order by Consent for The City of Burlington Alamance County This Special Order by Consent, EMC WQ 90-48, if issued to the City of Burlington will allow the facility to exceed final effluent limitations for toxicity. The City of Burlington operates a 9.5 MGD design flow WWTP (expanding to 12.0 MGD) that discharges treated wastewater to the Big Alamance Creek, Class C-NSW waters, in the Cape Fear River basin. On or before December 31, 1990, the City will develop a monitoring program for a headworks analysis. This has been met. The City will develop a plan by February 28, 1991, to inventory industrial chemicals that could be discharged to the wastewater plant. This has been met. On or before April 30, 1991; the City will develop an enforcement response plan. On or before May 30, 1991, revise and implement the HWA. On or before June 28, 1991, the City will .submit a report on toxicity identification evaluations. Conduct a long term HWA on or before June 30, 1991. The City will initiate the inventory for industrial chemicals on or before June 30, 1991. On or before July 1, 1991, the City will revise and implement the enforcement response plan. On or before August 15, 1991, the City will revise the HWA based on comments received from DEM. On or before September 30, 1991,, revise and implement.the schedule of activities for conducting identification/confirmation toxicant procedures and/or evaluation for in -plant control measures. On or before October 15, 1991, the City will review -2- the results of the HWA and modify the City's sewer use ordinance and pretreatment permit limits. On or before June 30, 1992 submit a report for toxicity identification and plant performance evaluation. Progress reports will be submitted on or before July 1, October 11, 1991 and April 1, 1992. On or before December 31, 1992 the City will achieve compliance with final chronic toxicity permit limits. The SOC shall expire on April 30, 1993. Enforcement action for previous violations was taken. This Special Order by Consent was noticed as required by G.S. 143-215.2(a)(1). A determination was made by the Director that insufficient interest was shown to warrant a public meeting. Recommendation: The Division recommends the Order by Consent for the City of Burlington be approved as proposed. Division of Environmental Management September 18, 1990 MEMORANDUM To: Steve Mauney Through: Larry Ausley, Ken Eagleson From: Matt Matthews Subject: Burlington South VJWTP, NPDES No. NCO023876 Special Order By Consent RECEIVED N.C. Dept. NRCD S E P 24 1990 Winston-Salem Regional Office This office has reviewed the draft SOC for the subject facility. All requirements pertaining to toxicity monitoring and toxicity reduction activities appear appropriate. Particularly encouraging is the language in item #3 which requires review by DEM of toxicity testing of bench scale treated effluent. If there are any further questions concerning this SOC, please contact Matt Matthews or Larry Ausley at (919)733-2136. cc: Eric Galamb, WSRO DIVISION OF ENVIRONMENTAL MANAGEMENT September 11, 1990 Memorandum To: Steve Mauney From: Susan A. Wilson Through: Trevor Clement Carla Sanderson Subject: Instream Assessment City of Burlington - Southside WWTP NPDES Permit No. NCO023876 Alamance County SOC EMC WQ No. 90-48 Technical Support has received the request for an instream assessment for the City of Burlington and has completed the review of the Southside Wastewater Treatment Plant (WWTP). Burlington South WWTP wishes to increase their flow by 550,000 gallons per day. The City also requests that their toxicity limit be modified to monitoring only. EMC criteria state that no industrial sources should be added under an Order. DEM has interpreted this as "no toxics in toxic amounts". Therefore, it is recommended that Burlington be required to demonstrate that any proposed additions are treatable to non -toxic levels. This can be accomplished via a bench scale bioassay test and by evaluating the biodegradability of the major compounds in the industrial wastewater. Review and approval by DEM of the test results should be required prior to any addition of industrial wastewater. In addition, it is recommended that Burlington be required to develop a plan for inventorying industrial chemicals which could reasonably be expected to be discharged to the wastewater treatment plant. The plan must include procedures for: obtaining an initial inventory; determining the treatability of those chemicals identified in the inventory; requiring the industries to continually track chemical use; and requiring industries to provide prior notification to the City when new chemicals are being added to the inventory. Finally, Technical Support suggests that milestones be incorporated in the Order so that the facility will be in compliance with their whole effluent toxicity limit upon expiration of the Special Order of Consent. Technical Support concurs with the Environmental Sciences Branch recommendation that the facility perform chronic value or "full range" toxicity tests on a monthly basis to establish progress made toward final compliance. Technical Support also agrees with the Winston Salem Regional Office's implementation of the 200 colonies per 100 ml Fecal coliform limit. In addition, recommendations made by the Pretreatment Unit should be adhered to. Backffround Information The City of Burlington, Southside WWTP, discharges into Big Alamance Creek, which is classified "C-NSW" in the Cape Fear River Basin. The drainage area at the point of discharge is 262 square miles. The 1987 wasteload allocation for Burlington at the pre -expansion design flow of 9.5 MGD indicates a 7Q10 flow of 3.2 cfs (summer) and an average stream flow of 240 cfs. Burlington WWTP is required to conduct a chronic quarterly pass/fail test at an instream waste concentration (IWC) of 82% at the design flow of 9.5 MGD under their current permit. The City was recently under an SOC for total phosphorous, which expired in June 1990. The SOC also included monthly pass/fail toxicity testing at an IWC of 82%. Within the past year, Burlington South WWTP has had six toxicity test failures, with the last failure occurring in May 1990. The facility passed their chronic tests during June and July. Analysis and Discussion In addition to whole effluent toxicity problems, Burlington South WWTP may also have future problems with the copper and zinc action levels. J A current mass balance for copper indicates that the facility is exceeding the instream action level of 7 ppb. The average yearly copper value of 9.9 ppb at the current average effluent flow of 7.1871 MGD yields an instream copper concentration of 7.7 ppb under 7Q10 conditions. The average value for zinc for the past year is 62.6 ppb. Using the current average effluent flow of 7.1871 MGD, the instream value for zinc is 48.8 ppb under 7Q10 conditions. This value is very close to the instream action level of 50 ppb zinc, which the facility may exceed should it continue on its current trends. The facility should also make efforts to reduce their chlorine level while at the same time meet their SOC fecal coliform limit of 200 colonies per 100 ml. At the design flow of 9.5 MGD, the facility should maintain a chlorine level of 21 ppb to prevent chronic toxicity to aquatic life in the stream. A chlorine limit of 19 ppb will be implemented when the facility expands their flow above 9.5 MGD. cc: Steve Tedder Kent Wiggins Doug Finan Ken Eagleson NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION COUNTY OF ALAMANCE IN THE MATTER OF ) NORTH CAROLINA ) NPDES PERMIT ) NO. NC0023876 ) HELD BY The City ) of Burlington ) SPECIAL ORDER BY CONSENT EMC WQ. NO. 90-48, Pursuant to provisions of North Carolina General Statutes 143-215.2 and 143-215.67, this Special Order by Consent is made and entered into by the City of Burlington, hereafter referred to as Burlington, and the North Carolina Environmental Management Commission, an agency of the State of North Carolina created by NCGS 143B-282, and hereafter referred to as the Commission: 1. Burlington and the Commission hereby stipulate the following: (a) That Burlington holds North Carolina NPDES Permit No. NC0023876 for operation of an existing wastewater treatment works and making an outlet therefrom for treated wastewater to Big Alamance Creek Class C-NSW waters of this State; in the Cape Fear River Basin, but is unable to comply with the final effluent limitations for toxicity as set forth in the Permit. Compliance will require preparation of plans and specifications for and construction and operation of additional treatment works. (b) That noncompliance with final effluent limitations constitutes causing and contributing to pollution of the waters of this State named above, and Burlington is within the jurisdiction of the Commission as set forth in NCGS Chapter 143, Article 21. (c) That Burlington desires to cause or allow the discharge of up to 550,000 gpd of additional wastewater to the treatment works, and that the discharge of such additional wastewater will not result in any significant degradation in the gdality of any waters. (d) That Burlington has secured financing for planning and construction for treatment works which, when constructed and operated, will be sufficient to adequately treat the wastewater presently being discharged and the additional wastewater desired to be discharged, to the extent that Burlington will be able to comply with final permit effluent limitations. (e) Since this Special Order is by Consent, neither party will file a petition for a contested case or for judicial review concerning its terms. 2. Burlington, desiring to comply with conditions of the permit identified in paragraph l(a) above, does hereby agree to do and perform all of the following: (a) Provide the Winston-Salem Regional Office located 8025 North Point Boulevard, Winston-Salem, N.C. 27106 with a list of flow added under all Special/Judicial Orders and update this list each time flow is added to the system. (b) Comply with all terms and conditions of the permit except those effluent limitations identified in paragraph l(a) above. See Attachments A and B for monitoring requirements and effluent limitations. The permittee may also be required to monitor for other parameters as deemed necessary by the Director in future permits or Administrative letters. (c) Upon execution of this Order, undertake the following activities -in accordance with the indicated time schedule: 1) On or before December 31, 1990, submit a plan for a monitoring program to collect site specific data needed to complete a headworks analysis (HWA). This.program shall cover the data needed to immediately update the City's HWA as well as the long term monitoring needs for future HWA updates. Met November 28, 1990. 2) On or before February 28, 1991, develop a plan to inventory industrial chemicals which could reasonably be expected to be discharged into the facility. The plan must include procedures for: obtaining an initial inventory of chemicals; determining the treatability of those chemicals identified in the inventory; requiring the industries to provide prior notification to Burlington when new chemicals are being added to the inventory. Met February 25, 1991. 3) On or before April 30, 1991, develop and submit to DEM for approval an enforcement response plan. 4) , On or before May 30, 1991, revise and implement the headworks monitoring program (based on DEM comments received). 5) On or before June 28, 1991, submit a report on toxicity identification evaluations. The report shall include a schedule of activities for conducting toxicant confirmation procedures and/or evaluation for in -plant control measures for effluent toxicity reduction. The report shall also describe the design for the pilot plant. 6) After implementation of the "Immediate Update" portion of the long term monitoring program, conduct and submit a Headwork analysis (HWA) for DEM approval on or before June 30, 1991. 7) In addition, initiate the inventory for industrial chemicals on or before June 30, 1991. 8) On or before July 1, 1991, revise and implement the enforcement response plan (based on DEM comments received). 9) On or before August 15, 1991, revise the HWA (based on DEM comments received). 10) On or before September 30, 1991, revise and implement the schedule of activities for conducting identification/ confirmation toxicant procedures and/or evaluation for in -plant control measures for effluent toxicity reduction (based on DEM comments received). Begin operation of the pilot plant. 11) Review the results of the HWA and modify the City's sewer use ordinance (SUO) limits and pretreatment permit limits as necessary on or before October 15, 1991. 12) On or before June 30, 1992 submit a report for toxicity identification and plant performance evaluation. The report shall correlate the findings of the performance evaluation with the results of the Phase I characterization tests (see EPA Reference Documents). The report shall also address the known sources of plant influent, include results of an industrial waste survey,. and identify potential sources of toxicity. 13) On or before July 1, October 1, 1991 and April 1, 1992, submit a progress report on planned activities. 14) On or before December 31, 1992, achieve complia.nce with final chronic toxicity permit limits. (d) During the time in which this Special Order by Consent, is effective, comply with the interim effluent limitations contained in Attachment A and B. The following reflects only the limitations that have been modified from NPDES requirements by this Order. Effluent Characteristics Chronic Toxicity Chronic Toxicity (Other Limitations) Monthly Units Average P/F No Limit at IWC 82%-(9.5 MGD design) P/F No Limit at IWC 86%-(12.0 MGD design) (e) No later than 14 calendar days after any date or time identified for accomplishment of any activity listed in 2(c) above, submit to the Division Director and the Regional Office written notice of compliance or noncompliance therewith. In the case of noncompliance, the notice shall include a statement of the reason(s) for noncompliance, remedial action(s) taken, and a statement identifying the extent to which subsequent dates or times for accomplishment of listed activities may be affected. (f) Enforce the water conservation provisions of the State Building Code as it applies to new residential construction (Volume 11, Chapter IV 401.2, 401.3). (g) Develop and adopt sewer use ordinance limits for non -conventional pollutants. Implement the pretreatment program as approved by the Director, including the enforcement of both categorical pretreatment standards and local limits. (h) Identify any Infiltration and Inflow problems associated with the facility and establish a program to correct. (i) Use forty percent (40%) of the revenue received by a municipality from additional one-half percent (1/2%) sales and use taxes levied during the first five fiscal years in which the additional taxes are in effect in the municipality and thirty percent (30%) of the revenue received by a municipality from these taxes in the second five fiscal years in which the taxes are in effect in the municipality for water and sewer capital outlay purposes or to retire any indebtedness incurred by the municipality for these purposes. 3. In accordance with the provisions of NCGS 143-215.67(b) the Commission allows Burlington to accept the additional waste specified below to its waste -disposal system. 550,000 gallons wastewater Burlington is required to demonstrate that the proposed industrial wastewater is treatable to non -toxic levels. This will be accomplished via a bench scale bioassay test and by evaluating the biodegradability of the major compounds in the industrial wastewater. Review and approval by DEM of the test results is required prior to any addition of industrial wastewater. 4. Burlington and the Commission agree that the stipulated penalties are not due if Burlington satisfies the DEM that noncompliance was caused solely by:' a. An act of God; b. An act of war; C. An•intentional act or omission of a third party but this defense shall not be available if the act or omission is that of an employee or agent of the defendant or if the act or omission occurs in connection with a contractual relationship with the permittee; d. An extraordinary event beyond the permittees control. Contractor delays or failure to obtain funding will not be considered as events beyond the permittees control; or e. Any combination of the above causes. Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the Attorney General is hereby authorized to initiate. The only issue in such an action will be whether the 30 days has elapsed. 5 Burlington agrees that unless excused under paragraph 4, Burlington will pay the Director of DEM, by check payable to the North Carolina Department of Environment, Health and Natural Resources, stipulated penalties according to the following schedule for failure to meet the deadlines set out in paragraphs 2(c) and 2(e), or failure to attain compliance with the effluent limitations/monitoring requirements contained in Attachments A and B. Deadline Penalty Amount 1) Failure to meet a $100/day for first 7 days, schedule date $500/day thereafter 2) Failure to maintain com- $500/violation pliance with any permit limit contained in the SOC in Attachment A and B 3) Submit progress report(s).$50/day for the first 7 days; $250/day thereafter 4) Monitoring frequency $100 per omitted value per violations parameter other than toxicity, $500 for toxicity. 5) Implement appropriate $13,000 toxicity reduction measures and achieve compliance 6. Any violation of terms of this Special Order by Consent, including paragraphs 2(c) and 2(e) above and Attachments A and B shall terminate paragraph 3 of this Order and any authorized additional waste not previously connected to the system shall not thereafter be connected until the necessary sewerage system improvements have been completed and placed in operationn. 7. Noncompliance with the terms of this Special Order by Consent is subject to enforcement action in addition to the above stipulated penalties, including injunctive relief pursuant to G.S. 143-215.6. 9. The permittee, upon signature of the Special Order by Consent, will be expected to comply with all schedule dates, terms, and conditions of this document. 9. This Special Order by Consent shall expire on April 30, 1993. Entered into this the day of A-- AR--- �J- , 1991. Mr. W. R. Baker of Th City of Burlington BY: City Manager NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION BY: Chairman of the Commission ATTACHMENT A Part I Page 1 of 5 Permit No. NCO023876 A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS -.SOC WINTER: November 1 - March 31 SOC until expansion above 9.5 MGD Such discharge shall be limited and monitored by the permittee as -specified below: Effluent Characteristics Discharqe Limitations Monitoring Reauirements Units as specified. Measurement Sample Sample Monthly Avg. Weekly Avg. Frequency Type Location* Flow 9.5 MGD Continuous Recording I or E, BOD, 5Day, 20 Degrees C ** 24.0 mg/l 36.0 mg/1 Daily Composite E, I Total Suspended Residue ** 30.0 mg/1 45.0 mg/1 Daily Composite E, I NH as N 8.0 mg/1 12.0 mg/l Daily Composite E DAsolved Oxygen (minimum) 5.0 mg/1 5.0 mg/1 Daily Grab E, U, D Fecal Coliform (geometric mean) 2.00/100 ml. 400/100 ml. Daily Grab E, U, D Residual Chlorine Daily Grab E Temperature Daily Gray E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus 2.0 mg/1****** Weekly Composite E Toxicity *** *** Monthly Composite E Priority Pollutants **** **** Annually E Chromium 58.0 ug/1 ***** Weekly Composite E Mercury 0.2 ug/l ***** Weekly Composite E Cadmium 2.0 ug/l ***** Weekly Composite E Nickel 61.0 ug/l ***** Weekly -Composite E Copper $$ Weekly Composite E Zinc Weekly Composite E Lead Monthly Composite E Aluminum Monthly Composite E Cyanide Weekly Grab E Conductivity + Grab U, D ATTACHMENT A Part I Page 2 of 5 Permit No. NC0023876 A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SOC SUMMER: April 1 - October.31 SOC until expansion above 9..5 MGD Such discharge shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharqe Limitations Monitorinq Reauirements Units as specified Measurement Sample- Sample Monthly Avg.- Weekly Avg. Frequency Type Location* Flow 9.5 MGD Continuous Recording I or E BOD, 5Day, 20 Degrees C ** 12.0 mg/l. 18.0 mg/1 Daily Composite E, I Total Suspended Residue ** 30.0 mg/1 45.0 mg/1 Daily Composite E, .I NH as N 4.0 mg/1 6.0 mg/1 Daily Composite E Dissolved Oxygen (minimum) 5.0 mg/l 5.0 mg/1 Daily Grab E, U, D Fecal Coliform (geometric mean) 200/100 ml. 400/100 ml. Daily Grab E, U, D Residual Chlorine Daily Grab E Temperature Daily Gray E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite. E' Total Phosphorus 2.O mg/l****** Weekly Composite E Toxicity *** *** Monthly Composite E Priority Pollutants **** **** Annually E Chromium 58.0 ug/1 ***** Weekly Composite E Mercury 0.2 ug/1 ***** Weekly Composite E Cadmium 2.0 ug/l ***** Weekly Composite E Nickel 61.0 ug/1 ***** Weekly Composite E Copper $$ Weekly Composite E Zinc Weekly Composite E Lead Monthly Composite E Aluminum Monthly Composite E Cyanide Weekly Grab E Conductivity + . Grab U, D ATTACHMENT A Part I Page 3 of 5 Permit No. NCO023876 A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SOC WINTER: November 1 - March 31 During the period beginning after expansion above 9.5 MGD and lasting until expiration the Permitttee is authorized to discharge from outfall serial number 001.. Such discharge shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Units as specified Measurement Sample Sample Monthly Avg. Weekly Avg. Frequency Type Location* Flow 12.0 MGD Continuous Recording I or E BOD, 5Day, 20 Degrees C ** 18.0 mg/l 27.0 mg/l Daily Composite E, I Total Suspended Residue ** 30.0 mg/l 45.0 mg/1 Daily Composite E, I NH as N h 6.0 mg/l I 9.0 mg/1 Daily Composite E Di olved Oxygen (minimum) Daily Grab E, U, D Fecal Coliform (geometric mean) 200/100 ml. 400/100 ml. Daily Grab E, U, D Residual Chlorine 19.0 ug/1 28.5 ug/1 Daily Grab E Temperature Daily Gray E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus 2.0 mg/1****** Weekly Composite E Toxicity *** *** Monthly Composite E Priority Pollutants **** **** Annually E Chromium 58.0 ug/l ***** Weekly Composite E Mercury 0.014 ug/l ***** Weekly Composite E Cadmium 2.0 ug/l ***** Weekly Composite E Nickel 102.0 ug/l ***** Weekly Composite E Copper $$ Weekly Composite E Zinc Weekly Composite E. Lead Monthly Composite E Aluminum Monthly Composite E Cyanide 5.0 ug/1 Weekly Grab _E Conductivity + Grab U, D Color Monthly Composite E Long-term BOD******* Monthly Composite E,U,D ATTACHMENT A Part I Page 4 of 5 Permit No. NCO023876 A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SOC SUMMER: April 1 - October 31 During the period beginning after expansion above 9.5 MGD and lasting until expiration, the Permittee is authorized to discharge from outfall serial number 001. Such discharge shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitorinq Reauirements Units as specified Measurement Sample Sample Monthly Avg. Weekly Avg. Frequency Type Location* Flow 12.0 MGD Continuous Recording I or E, BOD, 5Day, 20 Degrees C ** 9.0 mg/1 13.5 mg/1 Daily Composite E, I Total -Suspended Residue ** 30.0 mg/l 45.0 mg/1 Daily Composite E, I NH as N 3.0 mg/1 4.5 mg/1 Daily Composite E Dissolved Oxygen (minimum) Daily Grab E, U, D Fecal Coliform (geometric mean) 2,00/100 ml. 400/100 ml. Daily Grab E, U, D Residual Chlorine 19.0 ug/l 28.5 ug/1 Daily Grab E Temperature Daily Gray E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus 2.0 mg/1****** Weekly Composite E Toxicity *** *** Monthly Composite E Priority Pollutants **** **** Annually E Chromium 58.0 ug/l ***** Weekly Composite E Mercury 0.014 ug/l ***** Weekly Composite E Cadmium 2.0 ug/1 ***** Weekly Composite E Nickel 102.0 ug/1 ***** Weekly Composite E Copper $$ Weekly Composite E zZinc Weekly Composite E Lead Monthly Composite E Aluminum Monthly Composite E Cyanide 5.0 ug/1 Weekly Grab E Conductivity + Grab U, D Color Monthly Composite E Long-term BOD ******* Monthly Composite E,U,D ATTACHMENT A Part I Page 5 of 5 Permit No. NCO023876 A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SOC Continued Such discharge shall be limited and monitored by the permittee as specified below: Effluent'Characteristics Discharge Limitations Monitorina Reauirements Units as specified . Measurement Sample Sample Monthly Avg. Weekly Avg. Frequency Type Location* *Sample Location: I -influent, E-effluent, U-upstream, 1) Big Alamance Creek at NC Highway,'87, D-downstream 1) three locations in Saxapahaw Lake, 2) at Saxapahaw Dam at SR 2171 2171 3) above Saxapahaw Dam) at NCSR 1005 +Daily upstream and downstream monitoring may be reduced at each sampling station to one time per wee k except' during the months of June, July, August, and September when the frequency must be no less than three times per week at each station. ** The monthly average effluent BOD and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values 5(85% removal). *** See Ch V Toxicity Monitoring Requirement (Monthly) See Attachment B - 82% at 9.5 MGD 86% at 12.0 MGD **** See Part III, Condition No. J of the Permit. ***** Daily Maximum Limitation. ****** Quarterly Average Limitation. J' ******* See.Part III, Condition No. I of the Permit $$ Detection Limit 8.0 ug/1 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily by grab sample at the effluent. There shall be no discharge of floating solids or visible foam in other than trace amounts. The permittee may also be required to monitor for other parameters as deemed necessary by the Directo in future permits or Administrative letters. ATTACHMENT B 10/89 Facility Name South Burlington Permit # NCO023876 ChV TOXICITY MONITORING REQUIREMENT (MONTHLY) The permittee shall conduct chronic toxicity tests using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions, using full range option outlined in Appendix A. The test concentrations for this test series will be established around the mstream waste concentration of 82 % by factors of three as outlined in Appendix A. The permit holder shall perform monthly monitoring using this procedure to establish compliance with the permit condition. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. 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 THP3B. Additionally, all testing results will be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N:C. 27611 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. I Should any test.data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management 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 retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. a Addendum Su-c- 90-48 NPDES No.N00023876 Whole Effluent Toxicity Reduction - Investigative Approaches Efforts to reduce whole effluent toxicity may include but not be limited to the following approaches: In-house audit of available plant data to evaluate treatment efficiency in correlation with whole effluent toxicity test results. Subsequent examination of operation and maintenance practices ma%• be included; Consideration of other potential best management practices such as waste minimization techniques, spill prevention/.containment, runoff containment; 'Evaluation through phases of toxicity identification/source investigation and confirmation as well as control options. A series of analytical procedures may be used to characterize the effluent in search of the source of its toxicity. Whole effluent characterization techniques may include degradation, air stripping, filtration, organic compound extraction, and metals chelation. For each specific characterization technique. used, toxicity tests are also performed for that portion of the effluent subjected io the characterization procedure. These test results as compared to the baseline whole effluent toxicity test result can indicate the physical/chemical nature of causative toxicants. If the causative toxicant can be identified in an effluent, its concentration may be controlled using process modification, product substitution, pretreatment of individual wastestreams, effluent treatment, and/or other best management practices. EPA reference documents: Mount, D. I. and L. Anderson -Carnahan. Pfetho'ds for Aquatic Toxicity Identification Evaluations: Phase I Toxicity Characterization Procedures. EPA/600/3-88/034. September 1988, USEPA Environmental Research Laboratory, Duluth, Minn. Mount, D. I. Phase III -Toxicity Confirmation Procedures. EPA 600/3-88/036. 1989, Environmental Research Laboratory, Duluth, Flinn. Mount, D. I. and L. Anderson -Carnahan Phase II -Toxicity Identification Procedures. EPA 600/3-88/035. 1989, Environmental Research Laboratory, Duluth, Minn. U.S. EPA. Toxicity Reduction Evaluation Protocol for Municipal Wastewater Treatment Plants. EPA/600/2-88/062. April 1989, EPA'Risk Reduction Engineering Laboratory, Cincinnati, Ohio. U.S. EPA. Generalized Methodology for Conducting Industital Toxicity Reductions Evaluations (TREs). EPA 600/2-88/070. 1989, EPA Water Engineering Research Laboratory, Cincinnati, Ohio. z Request Form for In -stream Assessment for 67B SUBBASIN �""OL" NAME OF FACILITY- COUNTY /��-��1L�---- REGION r/(%/_/A--Cq e,4,hDESIGN FLOW Z,0-- f � �) RECEIVING STREAM q-- G•------------- BACKGROUND DATA : A. Why is SOC needed? effluent limits?) (Facility is out ld,.Q- of comp dance with i&q which . B. History of SOC requests: ��� W� p%ios�u 1. Monthly Average waste flow prior to any SOC l , b mgd �v Time period averaged ©7 thru b 2. Previously approved'��SOC's: G ck( Wq Date: �3-/`%-�/ flow: 5-00/ OpC� gd Date: flow: ----mgd total of previously approved SOC flow: 0.C60I mgd 3. Flows lost from plant (facilities that have gone off line) 4. Current SOC request S. Total plant flow post-SOC (sum of original flow and SOC flow minus losses) flow: mgd flow: 00 _�(gd sancoo Cie~ Ai , 5oer� ,.edks/rc,sl . flow: , 7 mgd 6. Is this an accurate flow balance for plant? Why/why not? 4(0w Soo o� d �B�e� C . A ret (es t,ed J� b 166, quo v,,a_S added. 4� ��- �n s. C. Please attach DMR summary for past year for all permitted parame- ters. If possible, include reports from previous years if facility has been under SOC for more than a year. 6 d CURRENT SOC—REQUEST A. Request is for domestic or industrial waste? If it is a combin- ation, please specify percentages. G�DYKeS�l�L fin © 0o d �Usly1r( , �� r,� A B. What type of industry? Please attach any pertinent data. r h6i�L'{ h1{ C. The region proposes the ol�owing SOC limits: c n Su,vn BOD5 Z� Q. mg/1 fZ_O NH3 D.G mg/1 q-O DO J<O mg/1 TSS mg/l fecal coliform ZoU #/100ml. p g 6 -- g S U other parameters �CL GT Zo v 82 D. What is the basis for these limits? 1017