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HomeMy WebLinkAboutNC0089532_Application_20150223 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: cv o2 Savannah FORM — 2A NPDES FORM 2A APPLICATION OVERVIEW NPDES APPLICATION OVERVIEW Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet and a "Supplemental Application Information" packet. The Basic Application Information packet is divided into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental Application Information packet. The following items explain which parts of Form 2A you must complete. BASIC APPLICATION INFORMATION: A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12. B. Additional Application Information for Applicants with a Design Flow>0.1 mgd. All treatment works that have design flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. C. Certification. All applicants must complete Part C(Certification). SUPPLEMENTAL APPLICATION INFORMATION: p�rC �/ nr����p�n D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface watefs`bf�fkItJr�C�f 6t'a��DINFets one or more of the following criteria must complete Part D(Expanded Effluent Testing Data): 1. Has a design flow rate greater than or equal to 1mgd, E� ZQ�� 2. Is required to have a pretreatment program (or has one in place), or Water Quality 3. Is otherwise required by the permitting authority to provide the information. Permittinq Sectior E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to submit results of toxicity testing. F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant industrial users(SIUs)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges and RCRA/CERCLA Wastes). SIUs are defined as: 1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and 40 CFR Chapter I, Subchapter N(see instructions); and 2. Any other industrial user that: a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works(with certain exclusions); or b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic capacity of the treatment plant; or C. Is designated as an SIU by the control authority. G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G(Combined Sewer Systems). ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION) EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah BASIC APPLICATION INFORMATION PART A.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS: All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet. A.I. Facility Information. Facility Name Tuckaseiaee Water and Sewer Authority Cf WSA)VWYTP-Cashiers Mailing Address 1246 West Main Street Sylva,NC 28779 RECEIVEnjpE= IG(ntefo Contact Person Dan Harbaugh VVW 220t[ Title Executive Director VOW 0 11W Telephone Number (828)586-5189.extension 203 Permitting Section Facility Address Hlahwav 64,east of Cashiers.Jackson County.NC (not P.O.Box) A.2. Applicant Information. If the applicant is different from the above,provide the following: Applicant Name Tuckaseioee Water and Sewer Authority Mailing Address 1246 West Main Street Svlva,NC 28779 Contact Person Dan Harbaugh Title Exceutive Director Telephone Number (828)586-5189.extension 203 Is the applicant the owner or operator(or both)of the treatment works? ® owner ❑ operator Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. ❑ facility ® applicant A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works (include state-issued permits). NPDES NCO063321(existing Cashiers WWTP) PSD UIC Other RCRA Other A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each entity and,if known,provide information on the type of collection system(combined vs.separate)and its ownership(municipal,private,etc.). Name Population Served Type of Collection System Ownership Cashiers Area 400(currently served) Separate Authority Total population served 400(currently served) EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 2 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah A.S. Indian Country. a. Is the treatment works located in Indian Country? ❑ Yes ® No b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from(and eventually flows through)Indian Country? ❑ Yes ® No A.E.. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was built to handle). Also provide the average dally flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period with the 12th month of"this year"occurring no more than three months prior to this application submittal. a. Design flow rate 0.495 mgd(PROPOSED FACILITY) Two Years Ago Last Year This Year b. Annual average daily flow rate NIA—New Proposed NIA—New Proposed WA—Proposed C. Maximum daily flow rate WA—New Proposed WA—New proposed WA-Proposed A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent contribution(by miles)of each. ® Separate sanitary sewer 100 % ❑ Combined storm and sanitary sewer % A.S. Discharges and Other Disposal Methods. a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No If yes,list how many of each of the following types of discharge points the treatment works uses: I. Discharges of treated effluent 1 ii. Discharges of untreated or partially treated effluent 0 iii. Combined sewer overflow points 0 Iv. Constructed emergency overflows(prior to the headworks) 0 V. Other 0 b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments that do not have outlets for discharge to waters of the U.S.? ❑ Yes ® No If yes,provide the following for each surface impoundment: Location: Annual average daily volume discharge to surface impoundment(s) mgd Is discharge ❑ continuous or ❑ intermittent? C. Does the treatment works land-apply treated wastewater? ❑ Yes ® No If yes,provide the following for each land application site: Location: Number of acres: Annual average daily volume applied to site: mgd Is land application ❑ continuous or ❑ intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? ❑ Yes ® No EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah If yes,describe the mean(s)by which the wastewater from the treatment works is discharged or transported to the other treatment works (e.g.,tank truck,pipe). If transport is by a party other than the applicant,provide: Transporter Name Mailing Address Contact Person Title Telephone Number f 1 For each treatment works that receives this discharge,provide the following: Name Mailing Address Contact Person Title Telephone Number It If known,provide the NPDES permit number of the treatment works that receives this discharge Provide the average daily flow rate from the treatment works into the receiving facility. mgd e. Does the treatment works discharge or dispose of Its wastewater in a manner not included in A.B.through A.8.d above(e.g.,underground percolation,well injection): ❑ Yes ® No If yes,provide the following for each disposal method: Description of method(including location and size of sites)if applicable): Annual daily volume disposed by this method: Is disposal through this method ❑ continuous or ❑ intermittent? EPA Forth 3510-2A(Rev.1-99). Replaces EPA fortes 7550-8 8 7550-22. Page 4 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: , Savannah WASTEWATER DISCHARGES: If you answered"Yes"to question A.8.a,complete questions A.9 through A.12 once for each outfall(including bypass points)through which effluent is discharged. Do not Include Information on combined sewer overflows In this section. If you answered"No"to question A.8.a,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd." A.9. Description of Outfall. a. Outfall number 001 b. Location Cashiers 28717 (City or town,If applicable) (Zip Code) Jackson NC (County) (State) 35 den.07 min.46 sec N 83 den.04 min.00 sec W (Latitude) (Longitude) C. Distance from shore(if applicable) WA ft. d. Depth below surface(if applicable) N/A ft. e. Average daily flow rate 0.495 mgd f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes ® No (go to A.9.g.) If yes,provide the following information: Number f times per year discharge occurs: Average duration of each discharge: Average flow per discharge: mgd Months in which discharge occurs: g. Is outfall equipped with a diffuser? ❑ Yes ® No A.10. Description of Receiving Waters. a. Name of receiving water Horseoasture River b. Name of watershed(if known) Savannah United States Soil Conservation Service 14-digit watershed code(if known): C. Name of State Management/River Basin(if known):Savannah United States Geological Survey 8-digit hydrologic cataloging unit code(if known): d. Critical low flow of receiving stream(if applicable) acute cis chronic cis e. Total hardness of receiving stream at critical low flow(if applicable): WA mgA of CaCO3 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6 8 7550-22. Page 5 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary ❑ Secondary ® Advanced ❑ Other. Describe: b. Indicate the following removal rates(as applicable): Design BOD5 removal or Design CBOD5 removal 95 % Design SS removal 85 % Design P removal N/A % Design N removal 75 % Other % C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe: ultraviolet light(UV) If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes ❑ No Does the treatment plant have post aeration? ❑ Yes ® No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the Indicated effluent testing required by the permitting authority for each outfall through which effluent Is discharged. Do not Include Information on combined sewer overflows in this section. All Information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart. Outfall number. 001 for existina TWSA WWTP No.3 in Cashiers(NOTE:different outfall location than Dr000sed for this NPDES permit aool) PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE Value Units Value Units I Number of Samples pH(Minimum) 6.2 s.u. pH(Maximum) 6.8 S.U. Flow Rate 0.184 mgd 0.070 m d 12 months Temperature(Winter) 7.7 Deg C 6.6 De C 3 Temperature(Summer) 21.7 Deg C 21.1 De C 3 For pH please report a minimum and a maximum daily value MAXIMUM DAILY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL POLLUTANT METHOD MUMDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN BODS 4.8 mg/1 3.5 M /I 4 DEMAND(Report one) CBOD5 FECAL COLIFORM 4 N100MI 4 #NOOmI 4 TOTAL SUSPENDED SOLIDS(TSS) 5.6 Mg/1 4.1 Mg/1 4 END OF PART A. 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 6 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah BASIC APPLICATION INFORMATION PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR EQUAL TO 0.1 MGD(100,000 gallons per day). All applicants with a design flow rate 2 0.1 mgd must answer questions B.1 through B.6. All others go to Part C(Certification). B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration. 10.000 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration. TWSA maintenance staff regularly inspect system for evidence of infiltration and inflow,and make repairs to the collection system to minimize inflow and infiltration. B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire area.) a. The area surrounding the treatment plant,including all unit processes. b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping,if applicable. c. Each well where wastewater from the treatment plant is injected underground. d. Wells,springs,other surface water bodies,and drinking water wells that are: 1)within'%mile of the property boundaries of the treatment works,and 2)listed in public record or otherwise known to the applicant. e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed. f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by truck,rail, or special pipe,show on the map where the hazardous waste enters the treatment works and where it is treated,stored,and/or disposed. B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all backup power sources or redunancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g., chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow rates between treatment units. Include a brief narrative description of the diagram. B.4. Operation/Maintenance Performed by Contractor(s). Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a contractor? ❑ Yes ® No If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional pages if necessary). Name: Mailing Address: Telephone Number: Responsibilities of Contractor. B.5. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the treatment works has several different implementation schedules or is planning several improvements,submit separate responses to question B.5 for each. (If none,go to question B.6.) a. List the outfall number(assigned in question A.9)for each outfall that Is covered by this implementation schedule. 001 - Schedule to be determined b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies. ❑ Yes ® No EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 7 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah C. If the answer to B.5.b is"Yes,"briefly describe,including new maximum daily inflow rate(if applicable). d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below,as applicable. For improvements planned independently of local,State,or Federal agencies,indicate planned or actual completion dates,as applicable. Indicate dates as accurately as possible. SCHEDULE TO BE DETERMINED. Schedule Actual Completion Implementation Stage MWDD/YYYY MWDD/YYYY -Begin Construction -End Construction ! -Begin Discharge ! I I I -Attain Operational Level e. Have appropriate permits/clearsnoes concerning other Federal/State requirements been obtained? ❑ Yes ® No Describe briefly: Facility improvements currently in planning stages. Approval applications will be submitted at the Appropriate time and as required to comply with federal and state requirements. B.6. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY). Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not Include Information on combine sewer overflows In this section. All Information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QAlQC requirements of 40 CFR Pant 136 and other appropriate QAlQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be based on at least three pollutant scans and must be no more than four and on-half years old. Outfall Number: 001 for existing TWSA WWfP No.3 in Cashiers(different outfall location than proposed for this NPDES permit atoll MAXIMUM DAILY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL POLLUTANT METHOD MLIMDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA(as N) 0.6 Mg/l 0.53 Mgn 4 CHLORINE(TOTAL 0.020 Mgn 0.020 Mgn 4 RESIDUAL,TRC) DISSOLVED OXYGEN 11.8 Mgn 8.4 Mgn 4 TOTAL KJELDAHL NITROGEN(TKN) NITRATE PLUS NITRITE NITROGEN OIL and GREASE PHOSPHORUS(Total) TOTAL DISSOLVED SOLIDS (TDS) OTHER END OF PART B. 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 8 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Savannah BASIC APPLICATION INFORMATION t PART C. CERTIFICATION All applicants must complete the Certification Section. Refer to instructions to determine who Is an officer for the purposes of this certification. All applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. Indicate below which parts of Form 2A you have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed Form 2A and have completed all sections that apply to the facility for which this application is submitted. Indicate which parts of Form 2A you have completed and are submitting: ® Basic Application Information packet Supplemental Application Information packet: ❑ Part D(Expanded Effluent Testing Data) ❑ Part E(Toxicity Testing: Biomonitoring Data) ❑ Part F(Industrial User Discharges and RCRA/CERCLA Wastes) ❑ Part G(Combined Sewer Systems) ALL APPLICANTS MUST COMPLETE THE FOLLOVANG CERTIFICATION. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information,the information is,to the best of my knowledge and belief,true, accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. Name and official title Dan rbau h Executive Director Signature Telephone number (828)586-5189,ext 2203 , Date signed Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment works or identify appropriate permitting requirements. SEND COMPLETED FORMS TO: NCDENR/ DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 9 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: SUPPLEMENTAL APPLICATION INFORMATION - NOT REQUIRED PART D. EXPANDED EFFLUENT TESTING DATA Refer to the directions on the cover page to determine whether this section applies to the treatment works. Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or is required to have)a pretreatment program,or is otherwise required by the permitting authority to provide the data,then provide effluent testing data for the following pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below any data you may have on pollutants not specifically listed in this forth. At a minimum,effluent testing data must be based on at least three pollutant scans and must be no more than four and one-half years old. Outfall number. (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL MUMDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS. ANTIMONY ARSENIC BERYLLIUM CADMIUM CHROMIUM COPPER LEAD MERCURY NICKEL SELENIUM SILVER THALLIUM ZINC CYANIDE TOTAL PHENOLIC COMPOUNDS HARDNESS(as CaCO3) T T Use this space(or a separate sheet)to provide information on other metals requested by the permit writer EPA Forth 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 10 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Outfall number. (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL MUMDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples VOLATILE ORGANIC COMPOUNDS ACROLEIN ACRYLONITRILE BENZENE BROMOFORM CARBON TETRACHLORIDE CHLOROBENZENE CHLOROOIBROMO- METHANE CHLOROETHANE 2-CHLOROETHYLVINYL ETHER CHLOROFORM DICHLOROBROMO- METHANE 1,1-DICHLOROETHANE 1,2-DICHLOROETHANE TRANS-I,2-DICHLORO- ETHYLENE 1,1-DICHLORO- ETHYLENE 1,2-DICHLOROPROPANE 1,3-DICHLORO- PROPYLENE ETHYLBENZENE METHYL BROMIDE METHYL CHLORIDE METHYLENE CHLORIDE 1,1,2,2-TETRA- CHLOROETHANE TETRACHLORO- ETHYLENE TOLUENE EPA Form 3510-2A(Rev.1-99). Replaces EPA fors 7550-e&7550.22. Page 11 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Outfall number. (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples TRICHLOROETHANE 1,1,2- TRICHLOROETHANE TRICHLOROETHYLENE VINYL CHLORIDE Use this space(or a separate sheet)to provide information on other volatile organic compounds requested by the permit writer ACID-EXTRACTABLE COMPOUNDS P-CHLORO-M-CRESOL 2-CHLOROPHENOL 2,4-DICHLOROPHENOL 2,4-DIMETHYLPHENOL 4,5-DINITRO-0-CRESOL 2,4-DINITROPHENOL 2-NITROPHENOL 4-NITROPHENOL PENTACHLOROPHENOL PHENOL 2,4,8- TRICHLOROPHENOL Use this space(or a separate sheet)to provide information on other add-extractable compounds requested by the permit writer BASE-NEUTRAL COMPOUNDS ACENAPHTHENE ACENAPHTHYLENE ANTHRACENE BENZIDINE BENZO(A)ANTHRACENE BENZO(A)PYRENE EPA For 3510-2A(Rev.1-99). Replaces EPA fors 7550-8&7550-22. Page 12 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples 3,4 BENZO- FLUORANTHENE BENZO(GHI)PERYLENE BENZO(K) FLUORANTHENE BIS(2-CHLOROETHOXY) METHANE BIS(2-CHLOROETHYL)- ETHER BIS(2-CHLOROISO- PROPYL)ETHER BIS(2-ETHYLHEXYL) PHTHALATE 4-13ROMOPHENYL PHENYLETHER BUTYL BENZYL PHTHALATE 2-CHLORO- NAPHTHALENE 4-CHLORPHENYL PHENYLETHER CHRYSENE DI-N-BUTYL PHTHALATE DI-N-OCTYL PHTHALATE DIBENZO(A,H) ANTHRACENE 1,2-DICHLOROBENZENE 1,3-DICHLOROBENZENE 1,4-DICHLOROBENZENE 3,3-DICHLORO- BENZIDINE DIETHYL PHTHALATE DIMETHYL PHTHALATE 2,4-DINITROTOLUENE 2,8-DINITROTOLUENE 1,2-DIPHENYL- HYDRAZINE EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 13 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Outfall number. (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML1MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples FLUORANTHENE FLUORENE HEXACHLOROBENZENE HEXACHLORO- BUTADIENE HEXACHLOROCYCLO- PENTADIENE HEXACHLOROETHANE INDENO(1,2,3-CD) PYRENE ISOPHORONE NAPHTHALENE NITROBENZENE N-NITROSODI-N- PROPYLAMINE N-NITROSODI- METHYLAMINE N-NffROSODI- PHENYLAMINE PHENANTHRENE PYRENE 1,2,4- TRICHLOROBENZENE Use this space(or a separate sheet)to provide irdorrnation on other base-neutral compounds requested by the permit writer Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer END OF PART D. 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 14 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: SUPPLEMENTAL APPLICATION INFORMATION-NOT REQUIRED ~ PART E. TOXICITY TESTING DATA POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters. • At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. • In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a toxicity reduction evaluation,if one was conducted. • If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information requested in question EA for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods. If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E. If no biomondoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the forth to complete. E.I. Required Tests. Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years. ❑chronic ❑acute E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half rears. Allow one column per test(where each species constitutes a test). Copy this page if more than three tests are being reported. Test number. Test number: Test number. a. Test information. Test Species&test method number Age at initiation of test Outfall number Dates sample collected Date test started Duration b. Give toxicity test methods followed. Manual title Edition number and year of publication Page number(s) c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used. 24-Hour composite Grab d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each. Before disinfection After disinfection After dechlorination EPA Form 3510-2A(Rev.1-99). Replaces EPA fortes 7550-6&7550-22. Page 15 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: ' Test number. Test number: Test number. e. Describe the point in the treatment process at which the sample was collected. Sample was collected: f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both Chronic toxicity Acute toxicity g. Provide the type of test performed. Static Stati,renewal Flow-through h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source. Laboratory water Receiving water I. Type of dilution water. If salt water,specify"natural"or type of artificial sea salts or brine used. Fresh water Salt water j. Give the percentage effluent used for all concentrations in the test series. k. Parameters measured during the test. (State whether parameter meets test method specifications) pH Salinity Temperature Ammonia Dissolved oxygen I. Test Results. Acute: Percent survival in 100% % % % effluent LC50 95%C.I. % % % Control percent survival % % % Other(describe) EPA Form 3510-2A(Rev.1-99). Replaces EPA fortes 7550-6&7550-22. Page 16 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Chronic: NOEC % % % IC25 % % % Control percent survival % % % Other(describe) m. Quality Control/Quality Assurance. Is reference toxicant data available? Was reference toxicant test within acceptable bounds? What date was reference toxicant test I I 1 I l I run(MWDD/YYYY)? Other(describe) E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation? ❑ Yes ❑ No If yes,describe: EA. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information,or information regarding the cause of toxicity,within the past four and one-half years,provide the dates the Information was submitted to the permitting authority and a summary of the results. Date submitted: / / (MWDD/YYYY) Summary of results: (see instructions) END OF PART E. REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS WMAL OF FORM 2A YOU MUST COMPLETE. EPA Forth 3510-2A(Rev.1-99). Replaces EPA fortes 7550-6&7550-22. Page 17 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: SUPPLEMENTAL APPLICATION INFORMATION- NOT APPLICABLE PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must complete part F. GENERAL INFORMATION: F.I. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program? ❑ Yes ❑ No F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of industrial users that discharge to the treatment works. a. Number of non-categorical SIUs. b. Number of CIUs. 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: F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. F.S. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SI U's discharge. Principal product(s): Raw material(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. 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. gpd ( continuous or intermittent) F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following: a. Local limits ❑ Yes ❑ No b. Categorical pretreatment standards ❑ Yes ❑ No If subject to categorical pretreatment standards,which category and subcategory? EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 18 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: 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) FA 0. Waste transport. Method by which RCRA waste is received(check all that apply): ❑ Truck ❑ Rail ❑ Dedicated Pipe F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units). EPA Hazardous Waste Number Amount Units CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER: F.12. 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. 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: PERMIT ACTION REQUESTED: RIVER BASIN: SUPPLEMENTAL APPLICATION INFORMATION - NOT APPLICABLE PART G. COMBINED SEWER SYSTEMS If the treatment works has a combined sewer system,complete Part G. GA. System Map. Provide a map indicating the following: (may be included with Basic Application Information) a. All CSO discharge points. b. Sensitive use areas potentially affected by CSOs(e.g.,beaches,drinking water supplies,shellfish beds,sensitive aquatic ecosystems,and outstanding natural resource waters). C. Waters that support threatened and endangered species potentially affected by CSOs. G.2. System Diagram. Provide a diagram,either in the map provided in GA or on a separate drawing,of the combined sewer collection system that includes the following information. a. Location of major sewer trunk lines,both combined and separate sanitary. b. Locations of points where separate sanitary sewers feed into the combined sewer system. C. Locations of in-line and off-line storage structures. d. Locations of flow-regulating devices. e. Locations of pump stations CSO OUTFALLS: Complete questions G.3 through G.6 once for each CSO discharge point. G.3. Description of Outfall. a. Outfall number b. Location (City or town,if applicable) (Zip Code) (County) (State) (Latitude) (Longitude) C. Distance from shore(if applicable) ft. d. Depth below surface(if applicable) ft. e. Which of the following were monitored during the last year for this CSO? ❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency ❑ CSO flow volume ❑ Receiving water quality f. How many storm events were monitored during the last year? GA. CSO Events. a. Give the number of CSO events in the last year. events (❑actual or❑approx.) b. Give the average duration per CSO event. hours (❑actual or❑approx.) EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 20 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: I C. Give the average volume per CSO event. million gallons(❑actual or❑approx.) d. Give the minimum rainfall that caused a CSO event in the last year Inches of rainfall G.S. Description of Receiving Waters. a. Name of receiving water: b. Name of watershed/river/stream system: United State Soil Conservation Service 14-digit watershed code(if known): C. Name of State Management/River Basin: United States Geological Survey 8-digit hydrologic cataloging unit code(if known): G.6. CSO Operations. Describe any known water quality impacts on the receiving water caused by this CSO(e.g.,permanent or intermittent beach closings,permanent or intermittent shell fish bed closings,fish kills,fish advisories,other recreational loss,or violation of any applicable State water quality standard). END OF PART G. REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE. J _ EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 21 of 22 Additional information, if provided,will appear on the following pages. M NPDES FORM 2A Additional Information PLAN r\- z000 o Io«, zoa, aoal . '. ' .ti a m 0 I 00 GRAPHIC SCALE 1 INCH=2000FEET \\ 0dN I N PROPOSED DISCHARGE C' 35°07'46" N, 83°04'00" W `, �_ Mountain lView�/- o� Rock Llfptcfrl`� ✓� _-J--1��,�,5 , stole=Rrve�.�ake • ; �`. •� � � - PROPERTY) - BOUNDARY \. .\ Lake 3 ,- � i � �� _ F. air• �• 121 �` w mww 64 eel Rocky 'Mountain----)— ' UvvK NOT A SURVEY. LOCATIONS AND PROPERTY BOUNDARIES ARE APPROXIMATE. CASHIERS AREA Doe"° 2014 FIGURE McGH1DATE CADD Y: D13 NPDES PERMIT APPLICATION DESIGNED BY: HBB TOPOGRAPHIC LOCATION MAP TUCKASEIGEE WATER DESIGN : REVIEW _ PROPOSED CASHIERS AREA ASSOCIATES CREVIEW ENGINEERING •PLANNING -FINANCE AND EWER AUTHORITY°NST FILENAMETP H 55WADS1AfET AsNEVWf•_wmm re1tt1JB27 5 5_LWE'Se CaN JACKSON COUNTY, NORTH CAROLINA NPDES-Ch- eoS4.Bdvg PLAN f, 200 0 1w 2(M1 40) TAF?741_ - Cty s GRAPHIC SCALE I INCH = 200 FEET 758i !� 5 RD, RAYM0 Q 2-37-834 �• 1 —47 8238 /t L ENDEN Ad, ' SUSAN S 1 7-582 47- 222'5- ER, CHARLES W JR _ / INFLUENT / PUMP STATIO. (IF REQUIRED, / 3180 V 64 ' d Y ) BRIDGE OVER j8904—�"� S /' + HORSEPASTURE RIVER -' i' yl OFFICE/LAB''�_st�828 BUILDING EL U� HUfi` 7582-364677 MOUNTAIN VIEW VENTURES INC FILTERS AND UV DISINFECTION IN BUILDING F 7582-46-3638 i EQUIPMENT AND BRUNO, HARRIET H T., V �" r` ELECTRICAL FACILITY MENDENHALL, KIMBERLY t ` e Ii — *6- 744 STREAMM AR 1 % ANNUAL CHANCE CLARIFIER (T'r+ ������ h I — \11.•� �ti"Y FLOODPLAIN INFLUENT 4 A. s SCREENING a STRUCTURE WASTEWATER x _ 100' SETBACK i ayX _ TREATMENT UNITS ` `I' • HABITABLE `l RESIDENCE 1 LINE SETBACK z' NOT A SURVEY. PROPERTY BOUNDARIES, EXISTING CONTOUR , INFORMATION IS FROM JACKSON COUNTY GEOGRAPHICAL �• INFORMATION SYSTEMS. g JOB ND ,,.00ER FIGURE d CASHIERS AREA DATE NOD D0424 2014 3McGiRTUCKASEIGEE NPDES PERMIT APPLICATION DESIGNED BY DLH DRAFT WATER DESGNREVIEEW_ PROPOSEDWWTP A S S O C I A T E s AND SEWER AUTHORITY FILE NAIME REVIEW ry ENGINEERING -PLANNING -FINANCE FILENMnE CONCEPTUAL LAYOUT o •ux,.s.�+: _.. i,�,x:.2•:.+.-. �i�.�,.�s,.c•� JACKSON COUNTY, NORTH CAROLINA NPOEsF�e�,eBe«q FIGURE C - WELLS MAP • Water Supply Well C3 Study Area State Road Hydrologic Sub -basin Boundary Lake Stream/River kwLittle Basin Tennessee River Basin = Savannah River Basin Source: NCDENR- DWR, March 2005 A Rev. 2/2005 TUCKASEIGEE WATER AND SEWER AUTHORITY PROPOSED CASHIERS 0.495 WASTEWATER TREATMENT PLANT — PROCESS FLOW SCHEMATIC Influent Flow Process Treatment Units Screening Equalization (0.495 MGD) (0.495 MGD (0.495 MGD to w/ 2.5 P.F.) Process Treatment) *Note: Clarifiers & Filters not required if MBR technology utilized *Secondary Clarifiers & *Tertiary Filters (See note) UV Disinfection (0.495 MGD) Discharge to Horsepasture River (0.495 MGD) FIGURE D psi PLAN 200 0 100 200 400 GRAPHIC SCALE 1 INCH = 200 FEET Y i 82-47 ; N 7 NTAHALA •� Y �., �& LIGHT CO ty'` �a r •1 I A '~ n 7 582 *1(R' 1 ' RD, RAYMr •I •r} '.e ��', � �J is < <• •1� .'F.'� `�*: S *' 7582-37-8343 7-47-6236 i MENDENHALL, + REM, SUSAN S ^ KIMBERLY •H # 7582-47-2225 , HOOPER, CHARLES W JR o 64 6-8829 1 ` El LJA HUNIR 7582-36-4677 — �, P* y h •1• MOUNTAIN VIEW `' r.-. tt r,• VENTURES INC cat. •tea r � :�, � °.�• =�+ ,�`: }�.r ; 7582-46-3638 �• } `.c { BRUNO, HARRIET H s• �, MENDENHALL, KIMBERLY 7. 1H$4-36-54,4l�,`!" _ • R 7582-46-74 MARTIN, J 10/(UANNUAL CHANCE r FLOODPLAIN n _ V m' 440UNT VIENtgt t kNTW �<a STREAM Z • n fi � y o. '4 . d a�+ 3 NOT A SURVEY. PROPERTY BOUNDARIES. EXISTING CONTOUR INFORMATION IS FROM JACKSON COUNTY GEOGRAPHICAL H INFORMATION SYSTEMS. s McGM 00424 CASHIERS AREA JOB NO 11 MBER FIGURE f DATE'. DECEMBER. 2014 NPDES PERMIT APPLICATION DESIGNED BY OLH TUCKASEIGEE WATER CE SIGN BW � PROPOSED VWVfP AND SEWER AUTHORITY DESIGN REVIEW A S S O C I A T E S FILE NAME REVIEW PROPERTY LOCATION ry ENGINEERING -PLANNING FINANCE FILENAME Q 15-D51'Rktl sw:nuL%C2%Qi nl. ie_'��9i+ri's tusnxt-ssr.c aw JACKSON COUNTY . NORTH CAROLINA NPDES FiqureBrrvg