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HomeMy WebLinkAboutNC0020940_Permit Issuance_20031126NPDES DOCUMENT $CANNINO COVER SHEET NPDES Permit: NC0020940 Murphy WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Report Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: November 26, 2003 This document is printed on reuse paper - ignore any content on the reirer8e side Ms. Anna Payne Town Manager P.O. Box 130 'Murphy, North Carolina Dear lbls. Payne: ScA NCDENR 28906 Michael F. Easley Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality November 26, 20(13 Subject: Issuance of NPDES Permit NC0020940 Murphy WWTP Cherokee County Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended). This final permit includes no major changes from the draft permit sent to you on August 27, 2003. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicators 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 (67 1 I 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 rcissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Mike 'Templeton at telephone number (919) 733-5083, extension 541. cc: Centrall:iles Asheville Regional Office/Water Quality Section NPI)I?S I nit Aquatic Toxicology ,gy Unit Madt'lyn T)ominv, EPA N. C. Division of Water Quality I NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 Internet: h2o.enr.state.nc.us Sincerely. uo0aldu►al-31amoo M9 o3NO1S 1dNIOMO Alan W. Klimek, P.15. Phone: (919) 733-5083 fax: (919) 733-0719 DENR Customer Service Center: 1 800 623-7748 Permit NC0020940 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, the Town of Murphy is hereby authorized to discharge wastewater from a facility located at the Murphy WWTP Payne Street Murphy Cherokee County to receiving waters designated as the Hiwassee River in the Hiwassee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective January 1, 2004. This permit and authorization to discharge shall expire at midnight on August 31, 2007. Signed this day November 26, 2003. ORIGINAL SIGNED BY Michael E. Templeton Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC0020940 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Pcrmits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. The Town of Murphy is hereby authorized to: 1. Continue to operate a 0.925 MGD wastewater treatment facility that includes the following components: > Extended aeration plant in parallel with an Aeromod unit > Flow splitters > Clarifiers > Effluent chlorination and dechlorination units > Flow measurement > Aerobic sludge digestion > Sludge drying beds 2. After receiving an Authorization to Construct (ATC) from the Division, construct facilities such that the treatment capacity at the above -referenced facility is 1.4 MGD 3. Discharge from said treatment works at the location specified on the attached map into the Hiwassee River, classified C waters in the Hiwassee River Basin. Town of Murphy WWTP Latitude: 35°05'5 I" Sub -Basin: 04-05-02 Loneitude: 84°02'29" USGS Ouad: Murphy, N.C. Stream Class: Receiving Stream: Hiwassee River Permitted Flow: 1.4 MGD Facility Location North NC0020940 Permit NC0020940 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.925 MGD) During the period beginning on the effective date of this permit and lasting until expansion above 0.925 MGD or expiration. the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow 0.925 MGD Continuous Recording Influent or Effluent BOD, 5-day (20°C)1 30.0 mg/L 45.0 mg/L 3/Week Composite Effluent, Influent Total Suspended Solids1 30.0 mg/L 45.0 mg/L 3/Week Composite Effluent Influent NH3 as N 3/Week Composite Effluent pH Between 6.0 and 9.0 standard units 3/Week Grab Effluent Fecal Coliform (geometric mean) 200 / 100 mL 400 / 100 mL 3/Week Grab Effluent Total Residual Chlorine 28 µg/L 3/Week Grab Effluent Temperature (°C) Daily Grab Effluent Total Cyanide 343 µg/L 22 µg/L Weekly Grab Effluent Total Mercury2 0.8 µg/L Weekly Grab Effluent Total Silver Weekly Composite Effluent Total Nitrogen (NO2 + NO3 + TKN) Semi -Annually Composite Effluent Total Phosphorus Semi -Annually Composite Effluent Chronic Toxicity3 Quarterly Composite Effluent Notes: 1. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal). 2. Total mercury shall be analyzed using EPA Method 1631. 3. Chronic Toxicity (Ceriodaphnia) P/F at 1.5%; tests shall be conducted in March, June, September and December [see A. (3) for further details]. Chronic toxicity sampling shall coincide with metals sampling. There shall be no discharge of floating solids or visible foam in other than trace amounts. Permit NC0020940 A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (1.4 MGD) During the period beginning upon expansion above 0.925 and lasting until expiration. the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow 1.4 MGD Continuous Recording Influent or Effluent BOD, 5-day (209C), 30.0 mg/L 45.0 mglL 3/Week Composite Effluent, Influent Total Suspended Solids' 30.0 mg/L 45.0 mg/L 3/Week Composite Effluent, Influent NH3 as N 3/Week Composite Effluent pH Between 6.0 and 9.0 standard units 3/Week Grab Effluent Fecal Coliform (geometric mean) 200 / 100 ml 400 / 100 ml 3/Week Grab Effluent Total Residual Chlorine _ 28 µg/L 3/Week Grab Effluent Temperature (°C) Daily Grab Effluent Total Cyanide 228 µg/L 22 µg/L Weekly Grab Effluent Total Mercury2 0.6 µg/L Weekly Composite Effluent Total Silver Weekly Composite Effluent Total Nitrogen (NO2 + NO3 + TKN) Semi -Annually Composite Effluent Total Phosphorus Semi -Annually Composite Effluent Chronic Toxicity3 Quarterly Composite Effluent Notes: 1. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal). 2. Total mercury shall be analyzed using EPA Method 1631. 3. Chronic Toxicity (Ceriodaphnia) P/F at 2.2%; tests shall be conducted in March, June, September and December (see A. (4) for further details). Chronic toxicity sampling shall coincide with metals sampling. There shall be no discharge of floating solids or visible foam in other than trace amounts. Permit NC0020940 A. (3) CHRONIC TOXICITY PERMIT LIMIT (Quarterly at 0.925 MGD) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 1.5%. The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be performed during the months of March, June, September and December. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address: Attention: North Carolina Division of Water Quality Environmental Sciences Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Permit NC0020940 A. (4) CHRONIC TOXICITY PERMIT LIMIT (Quarterly at 1.4 MGD) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 2.2%. The permit holder shall perform at a minimum, quarteriq monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be performed during the months of March, June, September and December. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address: Attention: North Carolina Division of Water Quality Environmental Sciences Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Permit NC0020940 A. (5.) EFFLUENT POLLUTANT SCAN The Permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the attached table. The Permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the attached table. The 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 shall represent seasonal variations. Unless otherwise indicated, metals shall be analyzed as "total recoverable." Ammonia (as N) Trans-1,2-dichloroethytene Bis (2-chloroethyl) ether Chlorine (total residual, TRC) 1,1-dichloroethytene Bis (2•chloroisopropyl) ether Dissolved oxygen 1,2-dichloropropane Bis (2•ethylhexyl) phthalate Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether KOtdahl nitrogen Ethylbenzene Butyl benzyl phthalate Oil and grease Methyl bromide 2-chloronaphthatene 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 Trichtoroethylene 1,4-dichlorobenzene Copper Vinyl chloride 3,3-dichlorobenzidine Lead Acid -extractable compounds: Diethyl phthalate Mercury P-chloro-m-creso Dimethyl phthalate Nickel 2-chtorophenol 2,4-dinitrotoluene Selenium 2,4-dichlorophenol 2,6-dinitrotoluene Silver 2,4-dimethylphenol 1,2-diphenylhydrazine Thallium 4,6-dinitro-o-cresol Fluoranthene Zinc 2,4-dinitrophenol Fluorene Cyanide 2-nitrophenol Hexachlorobenzene Total phenolic compounds 4-nitrophenol Hexachlorobutadiene Volatile organic compounds: Pentachlorophenol Hexachlorocyclo-pentadiene Acrolein Phenol Hexachloroethane Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene Benzene Base -neutral compounds: Isophorone Bromoform Acenaphthene Naphthalene Carbon tetrachloride Acenaphthylene Nitrobenzene Chlorobenzene Anthracene N-nitrosodi•n-propylamine Chlorodibromomethane Benzidine N-nitrosodimethylamine Chtoroethane Benzo(a)anthracene N-nitrosodiphenylamine 2-chloroethytvinyl 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 Test results shall be reported to the Division in DWQ Form- A MR-PPA1 or in a form approved by the Director within 90 days of sampling. The report shall be submitted to the following address: NC DENR / DWQ / Central Files, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617. PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION / NPDES UNIT 1617MAIL SERVICE CENTER RALEIGH NC27699-1617 NOTIFICATION OF INTENT TO ISSUE A NPDES WASTEWATER . PERMIT On the basis of thorough staff review and applica- tion of NC General Statute 143.21, Public law 92-500 and other lawful "stan- dards, and regulations, the North Carolina Environ- mental Management Commission proposes to issue a National Pollutant Discharge Elimination System (NPDES) waste- water discharge permit to the person(s) listed below effective 45 days from the publish date of this notice. Written comments regard- ing the proposed permit will be accepted until 30 days after the publish date of this notice. All com- ments received prior to that date are considered in the final determinations regarding the proposed permit. The Director of the NC Division of Water Quality may decide to hold a public meeting for the proposed permit should the Division receive a sig- nificant degree of public interest. Copies of the draft permit and other supporting in- formation on file used to determine conditions pre- sent in the draft permit are available upon request and payment of the costs of reproduction. Mail comments and/or requests for information to the NC Division of Water Quality at the above address or call Ms. Valery Stephens at (919) 733-5083, extension 520. Please include the NPDES permit number (attached) in any com- munication Interested persons may also visit the Division of Water Quality at 512 N. Salisbury Street. Raleigh, NC 27604-1148 be- tween the hours of 8:00 am and 5:00 pm to review in- formation on file. The. Town of Murphy (P.O. Box 130, Murphy, NC 28906) has applied for renewal of NPDES permit NC0020940for its WWTP in Cherokee County. This permitted facility dis- charges treated wastewa- ter to the Hiwassee River in the Hiwassee River Ba- sin. Currently cyanide, mercury and total residual chlorine are water quality limited. This discharge may affect future alloca- tions in this portion of the Hiwassee River. August 30, 2003 (6115) AFFIDAVIT OF PUBLICATION BUNCOMBE COUNTY SS. NORTH CAROLINA Before the undersigned, a Notary Public of said County and State; duly commissioned, qualified and authorized by law to administer oaths, personally appeared Darryl Rhymes, who, being first duly sworn, deposes and says: that he is the Legal Billing Clerk of The Asheville Citizen -Times, engaged in publication of a newspaper known as The Asheville Citizen -Times, published, issued, and entered as second class mail in the City of Asheville, in said County and State; that he is authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in The Asheville Citizen - Times on the following date: August 30, 2003. And that the said newspaper in which said notice, paper, document or legal advertisement were published were, at the time of each and every publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statues of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statues of North Carolina. Signed this 3rd day of Sept ber, 2003 (S _na re of perso aking affidavit) Sworn to and subscribed before me the 3rd day of September, 2003 �C d es the 20th day of June 2005. PAr DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES Permit NC0020940 Facility Information Applicant/Facility Name: Town of Murphy/ Murphy WWTP Applicant Address: P.O. Box 150; Murphy, North Carolina 28802 Facility Address: Payne Street; Murphy, North Carolina 28337 Permitted Flow 0.925 MGD/1.4 MGD (phased permit) Type of Waste: Domestic (90%) and industrial (10%) with pretreatment program Facility/Permit Status: Class III /Active; Renewal County: Cherokee County Miscellaneous Receiving Stream: Stream Classification: Hiwassee River C Regional Office: State Grid / USGS Quad: Asheville (ARO) G2SE 303(d) Listed? No Permit Writer: Natalie V. Sierra Subbasin: 04-05-02 Date: August 20,2003 Drainage Area (mi2): 956 s7Q10 (cfs) 96.9 w7Q10 (cfs) 113 30Q2 (cfs) 245 Average Flow (cfs): 956 IWC (%): 1.5/2.2 Lat. 35° 05' 51" N Long. 84° 02' 29" W BACKGROUND The Murphy WWTP (Class III) has a phased permit with permitted flows of 0.925 MGD and 1.4 MGD. The permit was originally issued on May 5, 2000 and expired on December 31, 2002. The Permittee submitted EPA Form 2A on July 2, 2002 in order to request renewal of the permit. Since this was prior to the full implementation of EPA renewal forms and associated pollutant analyses, these data are not necessary for this renewal, though they will be required for subsequent renewals. Murphy currently has a modified pretreatment program with the Division of Water Quality's Pretreatment Unit, but is in the process of implementing a full pretreatment program. This full program will be implemented in the new permit term. Prior to the last renewal, the Permittee requested and received permission for an expansion to 1.4 MGD. An Authorization to Construct (ATC) for this project was issued in March 2001. The Permittee anticipated completion in July 2002, but the Division received no engineering certification. Instream Monitoring, Verification of Existing Conditions and DMR Data Review This facility discharges to subbasin 04-05-02 in the Hiwassee River. At the point of discharge, the receiving waters bear a C classification. The Hiwassee River is not on the 2002-303(d) list. Effluent DMR data from January 2001 through May 2003 were reviewed; the Permittee is not re uired to collect instream data. Data for conventional earameters are summarized in Table 1. Avera • e Maximum Minimum Flow (MGD) 0.6461 0.9224 0.402 Temperature (°C) 17.81 25.22 10.48 BOD TSS (mg/L) Fecal (mg/L) (#/100 mL) 11.78 21.06 1.5 22.69 51.89 6.29 12.74 130.54 1.17 Table 1. NC0020940 Conventional Data (January 2001-May 2003) l 'i Sli t ♦1'I�I.ti \i .0l(i_'(ri'iddf Rcnewal As can be seen by the maximum Total Suspended Solids (TSS) value, the Permittee had several violations of its TSS monthly average limit during the permit term. These will be discussed further in the Correspondence section. This facility also collects data for total nitrogen, total phosphorus, and ammonia nitrogen (NH3- N). These are summarized in Table 2. Values for these pollutants of concern appear typical for this type of facility. Since August 2002, the facility has been achieving excellent ammonia nitrogen removal. Maximum Minimum NH3-N Total Nitrogen Total (mg/L) (mg/L) Phosphorus (mg/L) 4.65 10.9 0.03 12.13 15 7.4 1.15 2.5 0.22 Table 2. NC0020940 Nutrient Data (January 2001— May 2003) A review of the metals (from both the DMRs and Pretreatment data) and toxicants was also performed. With the exception of total residual chlorine (TRC), these are discussed in the Reasonable Potential Analysis section. TRC was not detected in the period of review. Correspondence The Asheville Regional Office (ARO) conducted several site visits during this permit term to evaluate compliance. ARO states that the plant is well operated, but is aging. The inspections also note deficiencies in the implementation of the Pretreatment Program, for which Murphy has received several Notices of Violation (NOVs) and a civil penalty assessment. In addition to the NOVs noted above, Murphy has received four NOVs for violations of the Total Suspended Solids monthly average limit (between 7/00 and 4/01). No additional NOVs were noted in the correspondence file review and it appears that the facility has been completely in compliance since the last violation in April 2001. PERMITTING STRATEGY Waste Load Allocation (WLA) The Division prepared the last WLA for the previous permit renewal. The previous and current effluent limits were based on guidelines and water quality standards. The Division has judged previous parameters and limits to be appropriate for renewal with some exceptions. Changes to toxicant monitoring are discussed in the Reasonable Potential Analysis section. The Instream Waste Concentration (IWC) used for the 1.4 MGD flow in the existing permit was calculated incorrectly. The actual IWC is 2.2%. Toxicity testing language will be changed accordingly. An annual pollutant scan will be added such that the Permittee can collect the necessary data required by EPA Form 2A throughout the permit term. This condition is now standard on all major municipal permits in North Carolina. Reasonable Potential Analysis (RPA) The Division conducted EPA -recommended analyses to determine the reasonable potential for toxicants to be discharged by this facility, based on DMR data from January 2000-May 2003. Calculations included parameters listed in the previous permit and pre-treatment documents to include: arsenic, cadmium, chromium, cyanide, lead, mercury, nickel, silver, selenium, copper, and zinc. Results suggest no reasonable potential for the facility to discharge arsenic, cadmium, chromium, lead, nickel, selenium, copper, and zinc any of these parameters. Those that are currently monitored through the NPDES permit may be eliminated from the permit, as they will continue to be monitored on a monthly basis through the pretreatment program. iaci sheet \ I' I ) I \ (002O940 Renewal Page 2 Reasonable potential to exceed water quality criteria was found for cyanide, mercury and silver. All are currently monitored through the NPDES permit, but mercury and cyanide are not limited. Mercury will have an increased monitoring frequency of weekly and a daily maximum limit of 0.8 µg/L at 0.925 MGD and 0.614/L at 1.4 MGD. Cyanide will also have an increased monitoring frequency of weekly. At 0.925 MGD, cyanide will have a weekly average limit of 34314/L and a daily maximum average of 2214/L. At 1.4 MGD, cyanide will have a weekly average limit of 228 µg/L and a daily maximum limit of 22 µg/L. Silver will continue to be monitored at a weekly frequency. SUMMARY OF PROPOSED CHANGES In keeping with Division policies, the following will be incorporated into the permit: • Annual pollutant scan • Elimination of the monitoring requirements for cadmium, chromium, cyanide, lead, nickel, copper, and zinc • Addition of daily maximum limit and increase to weekly monitoring for mercury • Addition of weekly average and daily maximum limits (and increase to weekly monitoring) for cyanide • Change to IWC for toxicity test at 1.4 MGD New Weekly Average and Daily Maximum limits are derived from the latest NC/EPA policies considering/ FAVs and allowable concentrations based on reasonable potential. PROPOSED SCHEDULE FOR PERMIT ISSUANCE Draft Permit to Public Notice: Permit Scheduled to Issue: August 27, 2003 October 20, 2003 Attachments: DMR data summary, RPA summary (0.925 MGD and 1.4 MGD) NPDES DIVISION CONTACT If you have questions rerding any of the above information or on the attached permit, please contact Natalie Sierra at (9 9)73 5083 ext. 551. NAME: / i / AiAr- DATE: ,/1/ " 6 ,5 REGIONAL OFFICE COMMENTS NAME: DATE: SUPERVISOR: DATE: Fact Shcet NPI)l:S NC'(>U'O44O Rcnev•al Pac 3 Facility Nacre = Qw (MGD) = WWTP Classification NPDES # = Receiving Stream /WC (%) = Final Resells: Town of Murphy 1.4 3 NC0020940 Hiwassee River 2.19 Reasonable Potential Summary Stream Classification 7Q10s (cfs)= 30Q2 (cfs) Qavg (cfs) 1° 2° 30 4° c 96.9 245 1 1 Arsenic Max. Pred Cw Allowable Cw 2.5 µg/I 2282.7 µg/1 'Implementation !Are all reported values less than? 'Is the detection limit acceptable? Yes Yes Limit? Monitor? No No I !Monitoring ' Frequency None Cadmium Max. Pred Cw Allowable Cw 17.3 µg/1 91.3 g/I !Implementation !Are all reported values less than? iIs the detection limit acceptable? No Yes Limit? Monitor? No No !Monitoring ;Frequency None ' 1/2 FAV (non Trout)! 15.0g/l ; Chromium Max. Pred Cw Allowable Cw 5.1 µg/1 2282.7 g/I Implementation 'Are all reported values less than? ils the detection limit acceptable? No Yes Limit? Monitor? No No !Monitoring i Frequency None ' 1/2 FAVI 1022I Lg/1 1 Copper Max. Pred Cw Allowable Cw 44.9 µg/1 319.6 g/1 !lniplementation 'Are all reported values less than? ils the detection limit acceptable? No Yes Limit? Monitor? No No 1 !Monitoring i Frequency None $ 1/2FAVI 7.31µg/1 s Cyanide Max. Pred Cw Allowable Cw 379.9 µg/I 228.3 g/l !Implementation !Are all reported values less than? iIs the detection limit acceptable? No Yes Limit? Monitor? Yes Yes 1 'Monitoring i Frequency Weekly 1/2 FAVI 22.01 tg/1 • Lead Max. Pred Cw Allowable Cw 55.5 µg/1 1141.4 g/1 !Implementation lAre all reported values less than? iIs the detection limit acceptable? No Yes Limit? Monitor? No No I 'Monitoring i Frequency None 1 1/2 Favl 33.8lµg/l • Mercury Max. Pred Cw Allowable Cw 49.3390 µg/I 0.5479 µg/I !Implementation !Are all reported values less than? :Is the detection limit acceptable? No Yes Limit? Monitor? Yes Yes I !Monitoring Frequency Weekly Nickel Max. Pred Cw Allowable Cw 37.5 µg/I 4017.E g/l !Implementation !Are all reported values less than? ils the detection limit acceptable? No Yes Limit? Monitor? No No i 1 ! Monitoring 'Frequency None ' 1/2 FAVI 261.0Lg/1 Silver. Max. Pred Cw Allowable Cw 47.3 µg/1 2.7 g/1 'Implementation !Are all reported values less than? ils the detection limit acceptable? No Yes Limit? Monitor? No Yes 1 I Monitoring i Frequency Weekly 1/2 FAVI 1.2jg/1 ' Selenium Max. Pred Cw Allowable Cw 149.0 µg/I 228.3 µg/I , Implementation !Are all reported values less than? ;Is the detection limit acceptable? No Yes Limit? Monitor? No No I Monitoring ;Frequency None Zinc Max. Pred Cw Allowable Cw 236.3 µg/1 2282.7 g/l 'Implementation ,Are all reported values less than? Its the detection limit acceptable? No Yes Limit? Monitor? No No ' I Monitoring !Frequency None 1 1/2 FAVI 67.0Ig/1 I Town of Murphy NC0020940 Temp. Fecal NH3-N {) 1p' Flow (MGD) (deg C) BOD (mg/L) 'I'SS (mg/L) (#/100 mL) (mg/L) 'I'N (mg/L) TP (mg/L) TRC (uglL) Jan-01 0.4854 12.11 1.5 20.1 3.6 5.62 0 Feb-01 0.5803 14.71 8.91 21 1.4 7.11 0 Mar-01 0.5974 13.95 17.93 25.7 2.7 8.78 0 Apr-01 0.5335 16.35 19.38 30.5 2.4 8.85 0 May-01 0.5757 19.8 8.08 24.5 2.1 10.81 0 Jun-01 0.6929 22.92 4.02 8 3.3 10.9 15 0.74 0 Jul-0I 0.6491 24.54 5.93 13 2.4 8.82 0 Aug-01 0.6813 24.13 11.5 19.5 14.5 5.36 0 Sep-01 0.6201 23.55 16.8 20.5 13.3 3.2 0 Oct-01 0.4738 20.63 19.74 22.1 2.8 7.64 0 Nov-01 0.4516 17 19.98 19.15 2.04 5.62 0 Dec-01 0.402 15.57 16.25 17.96 4.99 3.33 7.4 0.22 0 Jan-02 0.543323 11.65 15.65 20.1 1.75 3.33 0 Feb-02 0.506393 11.95 10.93 20.1 1.41 2.996 0 Mar-02 0.569903 13.52 8.86 16.38 2.33 6.59 0 Apr-02 0.648667 16.84 11.18 16.42 4.02 5.79 0 May-02 0.626581 19.13 21.06 25.36 5.71 7.5 0 Jun-02 0.540833 22.31 11.17 26.56 3.52 8.48 0 Jul-02 0.515355 24.11 5.86 6.29 3.77 2.9 0 Aug-02 0.626433 25.22 4.62 17.35 54.84 0.03 0 Sep-02 0.872333 24.27 9.58 8.21 8.61 0.07 0 Oct-02 0.82744 21.79 6.87 38.33 130.54 0.07 0 Nov-02 0.792967 17.14 9.25 16.86 75.69 1.76 0 Dec-02 0.841226 13.92 14.93 51.89 5.76 3.65 14 2.5 0 Jan-03 0.79571 11.92 14.33 34.35 1.17 2.95 0 Feb-03 0.879036 10.48 17.2 49.58 1.82 0.64 0 Mar-03 0.727839 13.33 11.55 14.85 1.72 1.53 0 Apr-03 0.75733 15.38 6.21 19.04 1.696 0.16 0 May-03 0.922419 18.18 12.33 34.25 9.71 0.44 0 Average 0.6461 17.81 11.78 22.69 12.74 4.65 12.13 1.15 0 Maximum 0.922419 25.22 21.06 51.89 130.54 10.9 15 2.5 0 Minimum 0.402 10.48 1.5 6.29 1.17 0.03 7.4 0.22 0 imap://charles.weaver%40dwq.denr.ncmail.net®cros.ncmail.net:143/... Subject: Town of Murphy From: Natalie.Sierra@ncmaiLnet Date: Tue, 26 Aug 2003 14:08:39 -0400 To: charles.weaver@ncmail.net Charles - I guess this is how we're doing notice stuff. The attached documents relate to the Town of Murphy. The water quality limited parameters are mercury and cyanide. I usually print out the first page (RPA summary page) of the RP spreadsheets. There is also a DMR summary page in the DMRS spreadsheet (I'm not sure if it's labeled on this one, but it is obvious, as it is formatted like a table. That's it for this one, you can always holler my way if there is something ambiguous. I'm also going to try to get La Grange and Spruce Pine to you in a little bit. (Sorry Mike T. just sent me changes late last night). Thanks, Natalie 1 of 1 8/27/2003 6:01 AM / : 971 r- , `/ 1 4 ` ' • Ie •/' t 0 c \ .. , / \._'..2-/-:." -'• \ • ) c-g;,../.- •__,. IC.---2_,cr—.-4 �,) 72B x : %1' • � 1 -1 1Y` If• !•V U« 1-1 9 i' - i ..y am !' ••1 ..---.7'''' ''''.. .....:::''‘"!="z":„....71'\.::5;\1:17::".'.- • • ma's - .•� �, .`\‘.1, \�L� ; •l.>,•,. _•it I LL /• \•'s 1 L-.•^."?•r.. i'. -. -I• /. .,/t.J..J,1 \ —.'`—'• `yam -.,-; • City c; /j 'v boro W1 ' NPDi Permit Nc. Discharges into iiaskettc Class "C" waters. Located off of Bonke ncyer rive north of Asheboro. Randolph County D-19-SE Topo. ro 609 47'30" • � 4_. r/-e Y. _ 11 ,r• �� ;� •. •'�1�' iP'., 7 ..�,;� i 'f �' ! f.-�1 ,.•ram •3.1 /•,/ It u' r •��\ : /' -jPr lZit" ••, \•• ram.' �•' t .� • • �..�• •/ •� .... is l �• c • ^ "~� •/.. ��\ Vyyt• /i%ice 1�.i'.'��1 :rw�ti�••f+.`• er-- ,1 ‘‘..? `i•l''I Jlt�j'•t!!•-/�•,J.. '17 /lij.• Jvl _75y /i- /• J -.�- rrr � r`•!f -- y� ftL- . L • •• (• ` .� "......:' ••••-: - .• --: .• I �• y = t %.-d f R•�.,;ri/1 ti....7...•:.�:1.-::• iI.•..1; •I ,/ ,ne ... Discharge Point 610 611 • • INTE.fOR—GEOle•.CAL. SURvL- a(SION v• 612000f>,•E. /iw W V 1-1(,)‘zd d (72/03 sc Y z j /Q r/a9 a-j(t / 2 j7e_ imap://charles.weaver%40dwq.denr.ncmail.net@cros.ncmail.net:143/... Subject: comments on permits From: Mike Templeton <mike.templeton@ncmail.net> Date: Mon, 25 Aug 2003 19:30:58 -0400 To: Natalie Sierra <Natalie.Sierra@ncmail.net>, Charles Weaver <Charlcs.Weaver@ncmail.net> Natalie - Thanks for all the permits - surfs up! Here are the fcw comments I can offer on the drafts. All appear ready to go forward with little or no change on your part. Once you have them ready, pis forward them to Charles. I noticed some minor formatting corrections (odd page breaks, for instance), but I'll leave it to Charles to look at the documents and make any necessary changes before he prints them out. Elizabethtown - Looks good - go for it. Murphy - In the cover letter, you shouldn't have to apologize for past errors. Suggest you word it in a more straightforward way: "The Instream Waste Concentration (IWC) for the toxicity limit at 1.4 MGD has been changed to 2.2% to correct an error in the previous permit renewal." Spruce Pines - A couple of points in the fact sheet may be worth clearing up: It sounds like the Town expanded its plant to handle the higher flows caused by I/I rather than fix the I/I problem. Is that correct? Also, it sounds like all of the industrial users left once the Town started implementing its pretreatment program. Is that how it went? La Grange - One minor point - the table on p.1 of the Fact Sheet gives an IWC of "90% for toxicity purposes." Since there is no tox limit, should this be dropped to avoid confusion? Contentnea MSD - There is a potential issue regarding "effluent channel" status and their discharge point - did the Region ever mention the issue? It came up during the 2000 renewal but was never resolved that I know of. In short, the plant discharges to a man-made channel, several hundred yards long, that runs to the creek. Our limits are based on the IWC at the creek; it appears they should be changed to reflect the IWC in the channel (approx. 100%). That's it. I'll be gone Tuesday, back on Wednesday. See you then (so to speak). - Mike T Michael E. Templeton, P.E. North Carolina Division of Water Quality NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 919-733-5083 x541 FAX: 919-733-0719 mailto:mike.templeton@ncmail.net 1 of 1 8/26/2003 11:37 AM c' oihti of iftlurpbp Commissioners William R. Dyer David C. Hilton Phillip R. Mattox William N. Hughes, Mayor P.O. Box 130 Murphy, North Carolina 28906 (828) 837-2510 • Fax (828) 837-9612 www.townofmurphy@grove.net DUNE 28, 2002 Mrs. Valery Stephens NCDENR/Water Quality/Point Source Branch 1617 Mail Service Center Raleigh, N.C. 27699-1617 Commissioners Sandra N. Sumpter Margaret M. Warner William J. Wells Li J J U L 2 2002 IJENR - WATER QUALITY POINT SOURCE BRANCH i Subject: Town of Murphy, NPDES Permit # NC 0020940, Permit Renewal. The Town of Murphy is requesting renewal of its NPDES wastewater permit. The permit was modified May 5, 2000 and took affect on June 1, 2000. The permit was modified because of construction of a new facility. The facility is to be completed around July 1, 2002. All permit effluent limitations and monitoring requirements will take affect when the new facility receives flow. Sludge that is generated by the Town of Murphy will be aerated in aerobic digesters until oxidized and will then be ran through a sludge press. Final disposal of sludge will be in the Cherokee County Landfill. All analyses and requirements are performed by the Town of Murphy to ensure local and state regulations are met. Sincerely, �Lti1� Anna Payne Town Manager Anna A. Payne, Town Manager— McKeever, Edwards, Davis & Hays, Attorneys Maim of illg.urpbp Commissioners William R. Dyer David C. Hilton Phillip R. Mattox William N. Hughes, Mayor P.O. Box 130 Murphy, North Carolina 28906 (828) 837-2510 • Fax (828) 837-9612 www.townofmurphy@grove.net JUNE 28, 2002 Mrs. Valery Stevens NCDENR/Water Quality/Point Source Branch 1617 Mail Service Center Raleigh, N.C. 27699-1617 Subject: Pollutant List On Application Form Commissioners Sandra N. Sumpter Margaret M. Warner William J. Wells I talked with Jackie Nowell about the parameters in the "pollutant list" sections and she told me to go ahead and sample for parameters that we do not normally analyze at our facility. Ms. Nowell said to send the results immediately upon receipt. I should have the results back on or before August 1, 2002 and will immediately send them to you. If you have any questions or comments, please call me at 828-837-5035. Sincerely, Todd Hiatt Wastewater ORC Anna A. Payne, Town Manager — McKeever, Edwards, Davis & Hays, Attorneys FACILITY NAME AND PERMIT NUMBER: 7.;w14 oft-{ , WANT, NC oa 391 PERMIT ACTION REQUESTED: RIVER BASIN: iOLIPtee SUPPLEMENTAL`APPLICATION INFORMATION PART•F INDUSTRIAL -MISER 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.1. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program? ❑ Yes ❑ No F.2. Number of Significant Industrial Users (Sills) and Categorical Industrial Users (ClUs). Provide the number of each of the following types of industrial users that discharge to the treatment works. a. Number of non -categorical Sills. b. Number of ClUs. 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: Mailing Address: 1 , 0 , /3 0Y C ),fort /4cecfSran rpk' 1N,1. 3-1(0b F.4. Industrial Processes. Describe all the industrial processes that affect fff ectfor contribute to the SIU's discharge. (tile MC 41471 rt�'�l fI'}� L 4 /(4.4r[1. i cA1e eleCiffc. 4448/i5 F.5. 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): ae-Gttk Mrkf 5 Raw materal(s): 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. Doo gpd ( 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. 1 bop gpd ( ✓ continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits b. Categorical pretreatment standards NYes ❑ No (Yes ❑ No If subject to categorical pretreatment standards, which category and subcategory? "to cFR 913, I7 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 18 of 22 . e••...•_. 1 , nhw1e Mw1J renlvu i •runvi r . 1 YCti11/11I HUI IUN HtUUtS I tU: HIVLH tSASIN: 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 kiz 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 g No (go to F.12) F.10. Waste transport. Method by which RCRA waste is received (check all that apply): ❑ Truck • Rail 0 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. Remediation 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.) RI No F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or 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? 0 Continuous 0 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 FACILITY NAME AND PERMIT NUMBER: ktoft or I1.6), itheAe /tic ovq PERMIT ACTION REQUESTED: 44, Leg/ RIVER BASIN: t0.1¢ee SUPPLEMENTALAPPLICATLON1NFORMATION PART F INDUSTRIALUSER DISCIIARGESAND 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.1. 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 (ClUs). Provide the number industrial users that discharge to the treatment works. a. Number of non -categorical SlUs. of each of the following types of b. Number of Gills. 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. jJ�� W' ✓i/{ Name: 51 .. Mailing Address: 1 C C'tW (, ( c I v Y Au ipkv Ai,ci ayyv 6 F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. neltlr�y iklittictit cot a►tuc4c"tr1O{� "l-cii-e ldfi'JeS ("Dim b f!- P6,4I�� F.5. 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): S.GP2 u) apt i Jee3 / / I %� / [ % / Cello k ,[ , Raw material(s): Qc J C h 4i e l� !tA 9?? iv�`r .(; i / fe4� ( (t4' 67/e 11,1; t f F.6. Flow Rate. I 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. 9 coo gpd ( V 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. ---1/ " 6 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 4 Yes 0 No If subject to categorical pretreatment standards, which category and subcategory? EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 18 of 22 I -AI ILI I Y NAMt ANU FtHMIT NUMBER: -7;1-011 Attu Alc 016adgc4 41'RA/6? PERMIT ACTION REQUESTED: RIVER BASIN: ig4kssee 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. 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 0 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 REMEDIATIOWCORRECTIVE ACTION WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER: F.12. Remediation 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/RCRA/or 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. v•r1r, EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. 747 �r[kijs1LAP y . rC�nl k' riti e. 4G= Page19of22 FACILITY NAME AND PERMIT NUMBER: 7w4 tO-Arj////A tiitOrr, flic aela3flt PERMIT ACTION REQUESTED: l&iteulec( RIVER BASIN: lifibli.Qsee. SUPPLEMENTAL.APPLICATION INFORMATION i tt �' - 111ART-F INDUSTRIAE AISER DISCHAR: WDRCL GESCRA/CERA�IVASTES a €s: 4 - . ' * 3 -. .-,4.A.k�..9.'.?-F"SY .. .. _..-.. .. 7 a.� -..t- ., k:S .L-_.1 x. i., :'. -'. s.3 _x M4', ... + All treatment works complete part F. GENERAL INFORMATION: F.1. Pretreatment ❑ Yes F.2. Number of industrial users a. Number b. Number SIGNIFICANT receiving discharges from significant industrial users or which receive RCRA,CERCLA, program. Does the treatment works have, or is subject ot, an approved pretreatment program? ❑ No Significant Industrial Users (SIUs) and Categorical Industrial Users (ClUs). Provide the number that discharge to the treatment works. of non -categorical Sills. or other remedial wastes must of each of the following types of questions F.3 through F.8 and of Gills. INDUSTRIAL USER INFORMATION: information for each SIU. If more than one SIU discharges to the treatment works, copy requested for each SIU. Supply the following provide the information F.3. Significant as necessary. Name: Mailing Address: F.4. Industrial 60111/ Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages �l a 0X /s - C / I 1 / Leo/ f r(1te `' 1140,(pky /V . ( 9?,de f Processes._Describe all the industrial processes that affect or contribute to`j the SIU's discharge. ,1/e adt� g55etir�rle v e(etA(c free% (S F.5. Principal discharge. Principal Raw material(s): F.6. Flow Rate. a. Process day b. Non in F.7. Pretreatment a. Local b. Categorical If subject �Qi!'eo,4Ac4 Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's jt/�� 44 j f(' ,� product(s): J('(ari�. ` V R C �— e (2r�Yl(C ,a to ed (S VVAtety i54eret5 r(/ltl.4 B f((S a corl4x`i s feefa / wastewater flow rate. Indicate the average daily volume of process wastewater discharge into (gpd) and whether the discharge is continuous or intermittent. - 0, Z J O gpd ( continuous or intermittent) the collection system in gallons per discharged into the collection system -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow gallons per day (gpd) and whether the discharge/is continuous or intermittent. !' 06 gpd ( v continuous or intermittent) Standards. Indicate whether the SIU is subject to the following: limits cit, Yes 0 No pretreatment standards I. Yes 0 No to categorical pretreatment standards, which category and subcategory? EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 16of22 FACILITY NAME AND PERMIT NUMBER: 70—W1k f/ y w uJ%, fuc voav 99ts PERMIT ACTION REQUESTED: Re Keith( RIVER BASIN: 16(jJ4 5ee 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? 0 Yes 1p, 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 0 No (go to F.12) F.10. Waste transport. Method by which RCRA waste is received (check all that apply): ❑ Truck 0 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. Remediation Waste. Does the treatment works currently (or has it been notified that 'it will) receive waste from remedial activities? 0 Yes (complete F.13 through F.15.) 0 No F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or 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 :‹111- !SiF- SBR PROCESS FLOW DIAGRAM The "process flow diagram" for the SBR system consists of two SBR treatment tanks which aerate the incoming wastewater and then is allowed to settle before discharged to the post equalization tank. Sludge wasting is performed during the discharge sequence. The system consists of two sludge digesters and a sludge press. The discharged wastewater in the equalization tank is allowed to settle and is pumped off into the chlorine contact tank and then sulfur dioxide is added before discharging to the river. A back-up generator is onsite for any power failure. Getifm or Mechanical Screen r----1 SBR #1 S L LJ D G ►t Digester #1 F F L U 1-----04, SBR #2 ('S1udge' Press FILTER PRESS SLUDGE L U D G E N Post EQ Tank • SLUDGE STJPR.RNATE Digester #2 Chlorine Contact Basin EFFLUENT —Sulfur Dioxide RIVER R I K S E w A T E R SUPERNATE Pump Station I N F L U E N T Gl'W 5Ot_ 9'O APPENDIX I TOWN OF MURPHY WASTEWATER PROCESS FLOW DIAGRAM