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HomeMy WebLinkAboutNC0074756_Permit (Issuance)_20140205NPDES DOCUWENT SCANNINK COVER :iMEET NPDES Permit: NC0074756 Greater Badin W&S WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Approval Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: February 5, 2014 This document is printed on reuse paper - iganore any content on the reverse aide A NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder John E. Skvada, III Governor Director Secretary February 5, 2014 Ms. Donna Davis, Director Stanly County Utilities 1000 North First Street; Suite 12 Albemarle, NC 28001 Subject: Issuance of NPDES Permit NC0074756 Stanly County Utilities — Greater Badin W WTP Stanly County , Dear Ms. Davis - 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 October 15, 2007 (or as subsequently amended). This final permit contains the following change to its terms from those found in the draft permit sent to you on November 6, 2013. • The deadline for the facility to begin reporting discharge monitoring report data using the Division's eDMR internet application has been extended from 90 to 270 days following the effective date of the permit. In the case of the subject facility, eDMR reporting is required to begin no later than December 1, 2014. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Resources or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St Raleigh, North Carolina 27604 Phone: 919A07-63001 FAX: 919-807&192 Internet: www.ncwaterqualil .org An Equal Opportunity 1 Afirmatire Acton Employer Ms. Donna Davis NC0074756 Permit Renewal 2014 p. 2 If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919) 807-6398, or via e-mail at bob.sledge@ncdenr.gov. Sin rely, OOOO y c Thomas A. Reeder cc: Central Files Mooresville Regional Office/Water Quality NPDES File ec: Aquatic Toxicology Unit r, Permit NCO074756 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Stanly County Utilities/Greater Badin Water & Sewer District is hereby authorized to discharge wastewater from a facility located at the Greater Badin WWTP 18 Sewer Plant Road Badin Stanly County to receiving waters designated as Little Mountain Creek in the Yadkin -Pee Dee 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 March 1, 2014. This permit and authorization to discharge shall expire at midnight on January 31, 2019. Signed this day February 5, 2014. Tho XA. Reeder, Director Di ision of Water Resources By Authority of the Environmental Management Commission Page 1 of 9 Permit NCO074756 4l SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. There_ fore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Stanly County Utilities/Greater Badin Water & Sewer District is hereby authorized to: 1) Continue operation of a 0.55 MGD existing wastewater treatment system, consisting of the following: • Manually cleaned bar screen • Influent pump station • Oxidation ditch • Aerobic sludge digester • Dual final clarifiers • Dual chlorine contact chambers with gaseous disinfection • Dechlorination • Cascade post aerator • Four sludge drying beds and • Stand-by power This facility is located at the Greater Badin WWTP, 18 Sewer Plant Road, Badin, in Stanly County. 2) Discharge from said treatment works at the location specified on the attached map through outfall 001 into Little Mountain Creek, classified as WS-IV waters in the Yadkin -Pee Dee River Basin. J Page 2 of 9 Permit NC0074756 PART A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored1 by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Parameter Code Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location2 Flow3 50050 0.550 MGD Continuous Recording I or E BOD, 5-day, 20°C4 C0310 20.0 mg/L 30.0 mg/L 3/Week Composite I & E Total Suspended Solids4 C0530 30.0 mg/L 45.0 mg/L 3/Week Composite I & E NH3 as N (April I - Oct 31 C0610 1.2 m IL 3.6 m L 3/Week Composite E NH3 as N Nov 1 - March 31 C0610 3.0 m /L 9.0 m IL 3/Week Composite E Fecal Coliform (geometric mean 31616 2001100 ml 400/100 ml 3/Week Grab E Total Residual Chlorines 50060 22.0 ug/L 3/Week Grab E H 00400 z 6.0 and 5 9.0 standard units 3/Week Grab E Temperature °C 00010 Monitor & Report Daily Grab E Dissolved Oxygen 00300 Daily Average z 5.0 m /L 3/Week Grab E Chloroform 32106 Monitor & Report Quarterly6 Composite E Manganese 01055 Monitor & Report Composite E Fluoride 00951 Monitor & Report Composite E Total Nitrogen (NO2+ NO3+ TKN) C0600 Monitor & Report Composite E Total Phosphorus C0665 Monitor & Report 431AWeek Composite E Dissolved Oxygen 00300 Monitor & Report Grab U,D Total Nitro en NOz+ NO3+ TKN C0600 Monitor & Re ort Grab U,DTotal Phos horus C0665 Monitor & Re rt Grab U,D Temperature °C 00010 Monitor & Report 3/Week Grab U,D Chronic To)dc!W TGP3B Monitor & Report Quarterly Composite E Effluent Pollutant Scan •NC01 Monitor & Report see Footnote a See Footnote 8 E Footnotes: 1. No later than December 1, 2014 (270 days from the effective date of this permit), begin submitting discharge monitoring reports electronically using NC DWR's eDMR application system. See Condition A. (3.). 2. Sample locations: E-Effluent; I -Influent; U-Upstream 50 feet above the outfall; D-2.8 miles below the outfall at the mouth of Little Mountain Creek. Instream monitoring is provisionally waived in light of the permittee's participation in the Yadkin Pee Dee River Basin Association 3. The facility shall report on a monthly basis flow entering the collection system from the Alcoa / Badin Landfill near Wood Street. This flow measurement shall be submitted with facility December DMR as a separate inflow to the treatment plant in million gallons per month. 4. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal). 5. The Division shall consider all effluent TRC values reported below 50 ug/1 to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 ug/l. 6. Monitoring should be performed in conjunction with toxicity testing. 7. Chronic toxicity (Ceriodaphnia dubia) 7 day pass/fail test at 77%: January, April, July, and October. See Condition A. (2.). 8. See Condition A. (4.) for monitored parameters and monitoring frequency. There shall be no discharge of floating solids or visible foam in other than trace amounts. Page 3 of 9 Permit NCO074756 A (2.) CHRONIC TOXICITY MONITORING (QUARTERLY) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 77 %. The permit holder shall perform at a minimum, quarter lx monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised- December 2010) or subsequent versions.. The tests will be performed during the months of January, April, July and October. These months signify the first month of each three month toxicity testing quarter assigned to the facility. Effluent sampling for this testing must be obtained during representative effluent discharge and shall be performed at the NPDES permitted final effluent discharge below all treatment processes. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -December 2010) or subsequent versions.. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP311 for the Chronic Value. Additionally, DWR Form AT-3 (original) is to be sent to the following address: Attention: North Carolina Division of Water Resources Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should'there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Assessment of toxicity compliance is based on the toxicity testing quarter, which is the three month time interval that begins on the first day of the month in which toxicity testing is required by this permit and continues until the final day of the third month. Page 4 of 9 Permit NCO074756 A (2.) CHRONIC TOXICITY MONITORING (QUARTERLY), continued Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Resources indicate potential impacts to the receiving stream, this permit may be re- opened and modified to include alternate monitoring requirements or limits. If the Perinittee monitors any pollutant more frequently than required by this permit, the results of such monitoring shall be included in the calculation & reporting of the data submitted on the D.MR & all AT Form submitted. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Page 5 of 9 Permit NCO074756 A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and specify that, if a state does not establish a system to receive such submittals, then permittees must submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates that these regulations will be adopted and is beginning implementation in late 2013. NOTE: This special condition supplements or supersedes the following sections within Part II of this permit (Standard Conditions for NPDES Permits): 1. • Section B. (11.) • Section D. (2.) • Section D. (6.) • Section E. (5.) Signatory Requirements Reporting Records Retention Monitoring Reports Beginning no later than 270 days from the effective date of this permit, the permittee shall begin reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report (eDMR) internet application. Monitoring results obtained during the previous r. submitted electronically using eDMR. The eDM monitoring data and submit DMRs electronically eDMR application is compliant with EPA's Cros (CROMERR), permittees will be required to subs electronically using eDMR and will be required b signing, and submitting one signed original and a following address: NC DENR / DWR / Information Processing Unit ATTENTION: Central Files / eDMR 1617 Mail Service Center Raleigh, North Carolina 27699-1617 cnth(s) shall be summarized for each month and system allows permitted facilities to enter ising the internet. Until such time that the state's Media Electronic Reporting Regulation it all discharge monitoring data to the state complete the eDMR submission by printing, copy of the computer printed eDMR to the If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility being physically located in an area where less than 10 percent of the households have broadband access, then a temporary waiver from the NPDES electronic reporting requirements may be granted and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative forms approved by the Director. Duplicate signed copies shall be submitted to the mailing address above. Requests for temporary waivers from the NPDES electronic reporting requirements must be submitted in writing to the Division for written approval at least sixty (60) days prior to the date the facility would be required under this permit to begin using eDMR. Temporary waivers shall be valid for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted electronically to the Division unless the permitteere-applies for and is granted a new temporary waiver by the Division. Page 6 'of 9 Permit NCO074756 A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS, continued Information on eDMR and application for a temporary waiver from the NPDES electronic reporting requirements is found on the following web page: http://portal.ncdenr.or web/wq/admin/bog/ipu/edmr Regardless of the submission method, the first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. 2. Signatory Requirements [Supplements Section B. (11.) (b) and supersedes Section B. (11.) (d)1 All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part H, Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II, Section B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting purposes. For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user account and login credentials to access the eDMR system. For more information on North Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the following web page: http://portal.nedenr.org/web/Wq/admin/bog/ipu/edmr Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations. " 3. Records Retention [Supplements Section D. (6.)] The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions. These records or copies shall be maintained for a period of at least 3 years from the date of the report. This period may be extended by request of the Director at any time [40 CFR 122.41]. Page 7 of 9 Permit NC0074756. A.N.) EFFLUENT POLLUTANT SCAN The Permittee shall perform a total of three (3) Effluent must be performed in each of the following years: accordance with 40 CFR Part 136 and shall be sufficiei in concentrations greater than applicable standards and toxicity test each year, and must represent seasonal vari Unless otherwise indicated, metals shall be analyzed as llutant Scans for all parameters listed below. One scan 5, 2016, and 2017. Analytical methods shall be in sensitive to determine whether parameters are present teria. Samples should be collected with one quarterly )n [i.e., do not sample in the same quarter every year]. al recoverable." Ammonia (as N) Trans-1,2-dichloroethylene Bis (2-chloroethyl) ether Chlorine (total residual, TRC) 1,1-dichloroethylene Bis (2-chloroisopropyl) ether Dissolved oxygen 1,2-dichloropropane Bis (2-ethylhexyl) phthalate Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether Kjeldahl nitrogen Ethylbenzene I Butyl benzyl phthalate OR and grease Methyl bromide 2-chloronaphthalene Phosphorus Methyl chloride 4-chlorophenyl phenyl ether Total dissolved solids Methylene chloride Chrysene Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate Antimony Tetrachloroethylene Di-n-octyl phthalate Arsenic Toluene Dibenzo(a,h)anthracene Beryllium 1,1,1-tr�icbloroethane 1,2-dichlorobenzene Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene Chromium Trichloro ethylene 1,4-dichlorobenzene Copper Vinyl chloride 3,3-dichlorobenzidine Lead Acid -extractable compounds: Diethyl phthalate Mercury (EPA Method 1631E) P-chloro-m-cresol Dimethyl phthalate Nickel 2-chlorophenol 2,4-dinitrotoluene Selenium 2,4-dichlorophenol 2,6-dinitrotoluene Silver 2,4-dimethylphenol 1,2-diphenylhydrazine Thallium 4,6-dinitro-o-cresol Fluoranthene Zinc 2,4-dinitrophe I of Fluorene Cyanide 2-nitrophenol Hexachlorobenzene Total phenolic compounds 4-nitrophenol Hexachlorobutadiene Volatile organic compounds: PentachloropbenoI Hexachlorocyclo-pentadiene Acrolein Phenol Hexachloroethane ' Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene Benzene Base -neutral compounds: Isophoroae Bromoform Acenaphthene Naphthalene Carbon tetrachloride Acenaphthylene Nitrobenzene Chlorobenzene Anthracene N-nitrosodi-n-propylamine Chlorodibromomethane Benzidine N-nitrosodimethylamine Chloroethane Benzo(a)anthracene N-nitrosodiphenylamine 2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene Chloroform 3,4 benzofluorIanthene Pyrene Dichlorobromomethane Benzo(ghi)perylene 1,2,4-trichlorobenzene 1,1-dichloroethane Benzo(k)fluoranthene 1,2-dichloroethane Bis (2-chloroethoxy) methane Reporting. Test results shall be reported on DWQ Form A MR PPA1 (or in a form approved by the Director) by December 31" of each designated sampling year.. The report shall be submitted to the following address: NC DENR / DWR / Central Files,1617 Mail Service CI nter, Raleigh, North Carolina 27699-1617. J Page 8 of 9 Permit NCO074756 t J �3 Badt ,,:' rRm ;�+Ill 4 �� ���• / ° l �.Il sae) �• , I I� 1` �/ 1�a 650 IhIC i Ito, I C, J2 —��i (� I _'C /'.• (/•` / ( I1, v \i \1 1 •11\\ \ �! '� `^�\DI iC,_ U/`. \� f �\���I IS\` l I� I \\� e ff%'Z—�` \ n/�� 1'I\J7�17� `'; �' -�a� ✓ ��. 1. I I ��♦ ��/I � — 0 1 44 + �. . th „ \.. �`I �JI I �I, �. I. / ��/fit• tr�/' � J�', 1 Stanly County Utilities Facility Greater Badin WWTP Location dmde: Loneimde: Receivine 35.23' 55" N 80-07'20" W Stream: Little M..Iain Creek Basin: Yadkin -Pee Dee River Basin State Grid: Permitted Flow: Stream CIM: Sub -Basin: Beth. Eh 0.550 MOD WS-W 03-07-08 not to scale North I I NPDES Permit No. NCO074756 Stanly County Draioa a Page 9 of 9 AMENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder Govemor Director November 6, 2013 MEMORANDUM To: Britt Setzer, P.E. NC DENR / DWR / PWS Regional Engineer Mooresville Regional Office From: Bob Sledge Compliance & Expedited Permitting Unit Subject: Review of Draft NPDES Permit NCO074756 Stanly County Utilities — Greater Badin WWTP Stanly County John E. Skvarla, III Secretary Please indicate,below your agency's position or viewpoint on the draft permit and return this form by December 13, 2013. If you have any questions on the draft permit, please contact me at (919) 807-6398 or via e-mail at bob.sledge@ncdenr.gov. RESPONSE: (Check one) ith the issuance of this permit provided the facility is operated and maintained properly, rtChoerstuatewd effluent limits are met prior to discharge, and the discharge does not contravene the designated water quality standards. Concurs with issuance of the above permit, provided the following conditions are met: Opposes the issuance of the above permit, based on reasons stated below, or attached: Date: 1617 Mail Service Center, Raleigh, North Carolina 27699-1017 One Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 NorthCarohna Phone;7FAX 807-6492 Internet:www.ncwaterqualiy.org Amarall{ An Equal Opportunity 1 Affirmative Aulion Employer To: NPDES Unit Water Quality Section Attention: John Hennessy DEC 0 4 Z013'rl Priority Project: No Date: November 25, 2013 NPDES STAFF REPORT AND RECOMMENDATIONS County: Stanly NPDES Permit No.: NCO074756 PART I - GENERAL INFORMATION 1. Facility: Greater Badin WWTP Mailing address: Stanly County Utilities 1000 —12 North First Street Albemarle, North Carolina 28001 Physical address: Sewer Plant Rd off Hwy 740 Badin, North Carolina 28001 2. Date of investigation: October 29, 2013 3. Report prepared by: Marcia Allocco, Senior Environmental Specialist 4. Person contacted/telephone number: Paul Barbee, ORC Office: (704) 422-3564 5. Directions to site: From MRO take Hwy 152 East to Hwy 52 South near Rockwell, NC. Take Hwy 52 South until New London and then take Hwy 740. Take Hwy 740 South through Badin and Sewer Plant Road will be on the left —0.25 miles past intersection of Wood Rd and Hwy 740; Stanly County Transfer station is on corner. 6. Discharge point(s): Outfall 001 Latitude: 350 23' 49" Longitude: -80° 7' 15" No USGS Map was included with the renewal application; discharge location noted in current permit is correct. USGS Quad No.: F18NE (Badin, NC). 7. Receiving Stream: Little Mountain Creek NCO074756 — Greater Badin WWTP Staff Report — 2013 Renewal Page 2 a. Classification: WS-IV b. River basin (subbasin): Yadkin-Pf C. Describe receiving stream features stream is —8-10 feet wide and had intakes directly downstream from 1 PART II - DESCRIPTION OF DISCHARGE N Volume/description of wastewater dischar Outfall 001 consists of effluent from a 0.5. of a manual bar screen, influent pump stat: final clarifiers, dual chlorine contact chain dechlorination (sulfur dioxide), post-aerati power. There have been no changes to the WWTP Possible toxic impacts to surface waters: The permittee has consistently passed all permit renewal. PART III - OTHER PERTINENT INFORMA' • Sludge is dried on site and then Republic Services, Inc. • The 2009 version of the permit required collection system from the Alcoa/Badin data; flow peaked in December 2011-M, (6.5-8.7% of permitted flow and 9.0-10. • Infiltration and Inflow continue to affect during severe weather events. The permit station in the past 12 months (totaling 56. bypasses have been reduced due to rehab: additional repairs will be made as money PART IV - EVALUATION AND The permittee has requested permit renewal for evaluation inspection was conducted in conjunc be properly operated and well maintained; efflu( has been a very good compliance record since F June and July 2013 (due to severe weather) and Dee (03-07-08) id pertinent downstream uses: The receiving . ,od flow during visit. There are no water supply .s discharge. TREATMENT WORKS (Outfall 001): MGD WWTP. The existing treatment consists oxidation ditch, aerobic sludge digester, dual .s with gaseous disinfection, liquid (cascade), four sludge drying beds, and standby last permit renewal icity testing (chronic testing at 77%) since last to the Uwharrie Environmental 'Landfill by rly reporting of the monthly flow entering the ifill. MRO staff reviewed the 2011 and 2012 12012 ranging from 0.0355 MGD to 0.048 MGD of influent flow). collection system for the Greater Badin WWTP reported five bypasses at the influent pump ) gallons). However, the volumes during these Ltion work within the collection system; tomes available. ATIONS Greater Badin WWTP. A compliance i with this staff report. The facility appeared to was clear with no floating solids or foam. There uary 2010 with two flow exceedances noted in dissolved oxygen minimum limit exceedance in NCO074756 — Greater Badin WWTP Staff Report — 2013 Renewal Page 3 March 2013. Pending receipt and approval of the draft permit, it is recommended that the subject permit be renewed as requested. II(aS21hj Signature of Re ort reparer/Date 1i,2�,13 Water Quality Program Regional Supervisor/Date Vorth Carolina Aecklenburg County :EFERENCE: 145583 The Charlotte Observer Publishing Co. Charlotte, NC } ss Affidavit of Publication } Charlotte Observer NCDENR/DWQ/POINT SOURCE 000761594 Public Notice North Carolina Environmental Management Commission/NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 lefore the undersigned, a Notary Public of said County and state, duly authorized to administer oaths affirmations, etc., ,ersonally appeared, being duly sworn or affirmed according law, doth depose and say that he/she is a representative of 'he Charlotte Observer Publishing Company, a corporation rganized and doing business under the laws of the State of ielaware, and publishing a newspaper known as The :harlotte Observer in the city of Charlotte, County of lecklenburg, and State of North Carolina and that as such e/she is familiar with the books, records, files, and business f said Corporation and by reference to the files of said ublication, the attached advertisement was inserted. The )flowing is correctly copied from the books and files of the foresaid Corporation and Publication. UBLISHED ON: 11/08/2013 .D SPACE: 42 LINES ILED ON: 11/08/2013 AME: Testimony Whereof I have hereunto set my Public Notice Noren Carolina Emlronrnentel Me COmrniselon/NPI)ES Unit 1617 Mall Service Center Raleigh, NC 27699-1617 Notice of Intent to Issue a NPIDES Wastewater Permlt 1Pi6166a TITLE: DATE: affixed my seal, the day and year aforesaid. My commission Expires: My ComrtliWon Expires May 27, 2016 DENR/DWR FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES Permit NC0074756 Facility Information Applicant/Facility Name: Greater Badin WWTP Applicant Address: 201 South Second Street Facility Address: 18 Sewer Plant Road Permitted Flow 0.550 MGD Type of Waste: 100% Domestic Waste plus unknown flow of Landfill leachate Facility/Permit Status: Renewal County: Stanl Miscellaneous Receiving Stream: Little Mountain Creek Regional Office: Mooresville Stream Classification: WS-IV USGS To o Quad: F 18 NE 303 d Listed?: Yes Permit Writer: Bob Sledge Sub basin: 03-07-08 Date: November 1, 2013 Draina a Area mil : 5.56 Summer 7Q10 (cfs) 0.26 Winter 7Q 10 (cfs) 0.68 Average Flow cfs : 5.6 WC % : 77% Primary SIC Code: 4952 BACKGROUND The Greater Badin WWTP is a Class III facility with a current permitted flow of 0.550 MGD. The facility services the Town of Badin with a population of 1550. The Greater Badin WWTP influent wastewater is primarily domestic in nature, with additional flow from seepage from an Alcoa landfill located on Alcoa property into the collection system ''/z mile from the facility on Wood Street (estimated flows of up to 7500 gpd) RECEIVING STREAM INFORMATION This facility discharges to Little Mountain Creek in sub basin 03-07-08 of the Yadkin Pee -Dee River Basin. The Little Mountain Creek is classified as WS-IV waters at the point of discharge. The discharge is located 0.5 miles upstream of Stanly County SR 1545 (Valley Drive). Little Mountain Creek is listed on the 2006 303(d) list as impaired for biological integrity, with an unknown source for the impairment. PERMIT LIMITS Existing limits for Flow, BOD, TSS, NH3, fecal coliform, TRC and pH will be retained in the 2013 permit renewal. No changes to these conventional parameters. INSTREAM MONITORING Instream monitoring is waived in light of the facility participation in the Yadkin Pee -Dee Monitoring Association. Instream monitoring will be immediately reinstated should facility end its participation in the Association. Greater Badin Wastewater Treatment Plant Fact Sheet NPDES Renewal Page I COMPLIANCE REVIEW: BIMS data from 2011 through the most recent data available (July 2013) were reviewed. The facility exhibited a much improved compliance record throughout this period of review. Violations were limited to One (1) daily minimum dissolved oxygen violation and four (4) flow monthly average violations. These occurred during the first two and the last two months of the period of review and all the violations were attributed to documented heavy rainfall near the facility. The permittee has performed slip lining of most of the aging collection system in its efforts to reduce I&I, as well as replacing a significant portion of its manholes. While the facility still can experience high flow during very heavy rainfall events, overall performance demonstrates efforts made to reduce I&I have been effective. The only enforcement cases brought against the facility during this period of review deal with flow violations occurring from November 2009 — February 2010. Each of these penalties was eventually remitted in full by the Director. DMR SUMMARY: DMR REVIEW SUMMARY NCO074756 - 1/2011 — 7/2013 Flow 0.339 MGD BOD < 2.4 mg/I TSS < 5.11 mg/I Ammonia < 0.233 m /l DO 7.86 mg/I Fecal Coliform < 3.3/100 ml TRC < 11.6 u /I Fluoride 756 pg/L Total Nitrogen 11.64 mg/I Sulfate 34.6 mg/L Total Phosphorus 1.72 mg/I RPA The RPA was run for the following parameters: Sulfate, Fluoride, Manganese and Chloroform RPA results are attached. Actual Sulfate concentrations were far below the predicted and allowable levels. Monitoring will be removed. Fluoride showed predicted concentration to be less than half of allowable. Rather than remove monitoring, frequency will be reduced from 2/month to quarterly. Manganese did show RP. However, all reported values were less than half of the allowable concentration and the WQ standard. Many values were non detect. Monitoring was kept in the permit, reduced to quarterly. Chloroform was detected in all 3 available annual pollutant analyses. With a limited dataset, RP was found for this parameter. Quarterly monitoring has been added to the permit for chloroform. PRETREATMENT No pretreatment program is required at this time but may change in the future if problems arise with the Landfill leachate. SUMMARY OF PROPOSED CHANGES: ➢ Deletion of.monitoring for Sulfate /no RPA ➢ Monitoring for Fluoride and Manganese reduced to quarterly ➢ Addition of Quarterly monitoring for Chloroform Greater Badin Wastewater Treatment Plant Fact Sheet NPDES Renewal Page 2 PROPOSED SCHEDULE FOR PERMIT ISSUANCE: Draft Permit to Public Notice: November 6„ 2013 Permit Scheduled to Issue: December 30, 2013 STATE CONTACT: If you have any questions on any of the above information or on the attached permit, please contact Bob Sledge at (919) 807-6398. Copies of the following are attached to provide further information on the permit development: Staff reportand Draft Permit Regional Office Comments: Reviewed and accepted by: Date Regional Supervisor: Signature Date NPDES Unit Supervisor: Signature Greater Badin Wastewater Treatment Plant Fact Sheet NPDES Renewal Page 3 Greater Badin WWTP REASONABLE POTENTIAL ANALYSIS NCO074766 Qw (MGD) = 0.55 WWTP/WTP Class: WW-III 1Q10S (cfs)= 0.22 IWC @ 1QIOS = 79.49% 7QIOS (cfs) = 0.26 IWC @ 7QIOS = 76.63% 7Q10W (cfs) = 0.68 IWC @ 7QI OW = 55.63% 30Q2 (cfs) = NO 30Q2 DATA IWC @ 30Q2 = N/A Avg. Stream Flow, QA (cfs) = 5.60 IWC @ QA = 13.21% Receiving Stream: Little Mountain Creek Stream Class: WS-IV Outfall 001 Qw = 0.66 MGD CHRONIC TEST CONCENTRATION = 76.6% PARAMETER STANDARDS & CRITERIA (2) REASONABLE POTENTIAL RESULTS RECOMMENDED ACTION TYPE (1) � CY a F- Z NC WQS / Applied V2 FAV / n # Det. Max Pred Allowable Cw Chronic Standard Acute Cw Acute: NO WQS Arsenic C 50 FW(7Q10s) ug/L 0 0 N/A _ — — — — _ _ _ _ Chronic:_ — — 65.2 -- —------- ---- --- Arsenic C 10 HH/WS---- (Qavg) ug/L 0 0 N/A ------------ Chronic: 75.7 —----=---=------ =-- --- — Acute: NO WQS Beryllium NC 6.5 FW(7Q10s) ug/L 0 0 N/A _ _ _ _-__----------------------- Chronic: — — 8-5 — Acute: 18.9 Cadmium NC 2 FW(7QIOs) 15 ug/L 0 0 N/A Chronic: 2.6 Acute: NO WQS Chlorides (AL) NC 230 FW(7QIOs) mg/L 0 0 N/A --=------------------------- ---------------- Chronic: 300 Acute: NO WQS Chlorinated Phenolic Compounds NC 1 A(30Q2) ug/L 0 0 N/A _ _ _ _ _ Chronic:-----IWC7 — — — —----=-- — ----- --- — - Acute: NO WQS Total Phenolic Compounds NC 300 A(30Q2) ug/L 0 0 N/A _ _ _ _ _ ---- -- __ _ _._ _.... --------------------------- Chronic: IWC? Acute: 1.,285.7 Chromium NC 50 FW(7Q10s) 1022 ug/L. 0 0 N/A Chronic: 65.2 Acute: 9.2 Copper (AL) NC 7 FW(7QIOs) 7.3 ug/L 0 0 N/A ----------------_---------- ------------ --- Chronic: 9.1 Acute: 27.7 Cyanide NC 5 FW(7Q10s) 22 10 ug/L 0 0 N/A __ Chronic:----- 8-5 -- ---------_=---------------- NCO074756 RPA 2013.xism, rpa Page 1 of 2 11/1/2013 Greater Badin WWTP REASONABLE POTENTIAL ANALYSIS Outfall 001 NCO074766 Qw = 0.55 MGD Acute: NO WQS Fluoride NC 1800 FW(7QIOs) ug/L 62 62 1,160.0 _____________ ________ Chronic: 2,348.9 No RP, Predicted Max < 50% of Allowable Cw No value > Allowable Cw reduce monitoring to quarterly Acute: 42.5 Lead NC 25 FW(7QIOs) 33.8 ug/L 0 0 N/A ------- - ----- Chronic: 32.6 - - - - - - - - - - - - - - - - - - - - - - - - - - - Acute: NO WQS Mercury NC 12 FW(7QIOs) 0.5 ng/L 0 0 N/A Chronic:----- 15.7 -- ---------------; ----------- Acute: NO WQS Molybdenum NC 2000 HH(7Q10s) ug/L 0 0 N/A — ---------------------------- Chronic: 2,609.9 Acute: 328.3 Nickel NC 88 FW(7Q10s) 261 ug/L 0 0 N/A °- - = -°- - .__--------- ---------------- Chronic: 114.8 - Acute: 70.4 Selenium NC 5 FW(7Q10s) 56 ug/L 0 0 N/A --------------- Chronic: 6.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - Acute: 1.547 Silver (AL) NC 0.06 FW(7QIOs) 1.23 ug/L 0 0 N/A _ — --0- -- _. -------------------------- Chronic: Acute: 84.3 Zinc (AL) NC 50 FW(7QIOs) 67 ug/L 0 0 N/A = -------------- - Chronic: 65:2 - ----- ----- ----- - - - - Acute: NO WQS Sulfate NC 250 WS(7Q1Os) mg/L 31 31 45.60000 Chronic: 326.24299 No RP, Predicted Max < 50% of Allowable Cw - No No value > Allowable Cw Monitoring required Acute: NO WQS Manganese NC 200 WS(7QIOs) µg/L 31 13 345.80000 _ _ _ _ _ _ _ _ Chronic: 260.99439 _ _ _ _ _ _ _ _ _ _ _ _ _ _ Reduce monitoring to. quarterly No value > Allowable Cw Acute: NO WQS Chloroform C 5.8 WS(Qavg) µg/L 3 3 136.80900 Note: n 9 Default C.V. Chronic: 43.90613 _< Limited data set No value > Allowable Cw Begin quarterly monitoring Acute: 0 0 N/A Chronic: NCO074756 RPA 2013.xism, rpa Page 2 of 2 11/1/2013 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 NCO074756 Effluent Manganese Data 01/2011 - 12/2013 Date Value UoM Modifier 4 2011 10. ug/I LESSTHAN 1 2011 32. ug/I 1 2011 10. ug/I LESSTHAN 5 2011 10. ug/I LESSTHAN 3 2011 10. ug/I LESSTHAN 7 2011 10. ug/I LESSTHAN 5 2011 10. ug/I LESSTHAN 2 2011 10. ug/I LESSTHAN 6 2011 10. ug/I LESSTHAN 4 2011 19. ug/I 1 2011 13. ug/I 6 2011 23. ug/I 3 2012 10. ug/I 1 2012 10. ug/I LESSTHAN 6 2012 90. ug/I 3 2012 10. ug/I LESSTHAN 1 2012 10. ug/I LESSTHAN 5 2012 10. ug/I LESSTHAN 2 2012 10. ug/I LESSTHAN 7 2012 10. ug/I LESSTHAN 4 2012 13. ug/I 2 2012 10. ug/I LESSTHAN 6 2012 13. ug/I 4 2012 14. ug/I 2 2013 22. ug/I 5 2013 10. ug/I 5 2013 18. ug/I 2 2013 10. ug/I LESSTHAN 7 2013 54. ug/I 4 2013 8.5 ug/I 1 2013 95. ug/l 6 2013 10. ug/l LESSTHAN 3 2013 14. ug/l 1 2013 18. ug/l 5 2013 11. ug/l 3 2013 23. ug/l The followina standards. trite ria. Or toxic concentrations are either adooted oar 15A NCAC 213 or are National Criteria nor EPA- Spa last nave for annrooriate n,e informatinn Current as of 5115/2013 Pollutant CAS # Freshwater Aquatic Life Saltwater Aquatic Life Water Supply (WS) Human Health (HH) Trout Waters (TO High Quality Waters (HQW) Swamp Wavers Synonyms & Other Info n m Data Reference Source(s) • ugll (unless noted) ug/I (unless noted) ugll (unless noted) ugfl (unless noted) ugll (unless noted) ug/I (unless noted) Bromo-Biphenyl Ether, p- 101-55-3 (LD) (LD) Bmmo-diphenyl Ether, 4- n ECOTOX & RATS 6112 Butanone, 2- 78-93-3 (LD) (LD) 20 mg1L 750 mg/L methyl ethyl ketone; MEK n ECOTOX/RAIS/IRIS 7/2011 Butyl benzene, n- 104-51-8 (LD) 420 550 1-Phenylbutane n ECOTOX & RAIS 2/11 Butylate 2008-41-5 610 47D 650 Sutan n ECOTOX & RAIS 1/07 Butylbenzyl Phthalate 85-68-7 19 5.1 8.2 n NRWQC 06 & RAIS 1107 - Cadmium 7440-43-9 2 (N) 5 (N) 0.4 (N) n NC Carbaryl (formerly Sevin) 63-25-2 0.67 (LD) 1-naphtalenol: methylcarbamate n ECOTOX/IRIS/RAIS 1107 Carbazole 86-74-8 0.7 1.2 y ECOTOXIIRIS/RAlS 8/12 Carbofuran 1563-66-2 9.7 0.46 n. ECOTOXIIRIS/RATS 1107 Carbon disulfide 75-15-0 (LD) (LD) 3000 20000 Dithiorarbonic Anhydride n ECOTOX & RAIS 6/12 Carbon Tetrachloride 56-23-5 0.254 1.6 Benzinoform; Carbon Chloride y NC Chlordane 57-74.9 0.004 0.004 0.8 ng/L 0.8 ng/L y NC Chloride 16887-00-8 230 mg/L (AL) 250 mg/L - n NC Chlorine (TRC) 7782-50-5 17 7.5 n NC/NRWQC 08 Chlorinated Benzenes 488 Total Chlorinated Benzenes y NC Chlorinated Phenolic Compounds 1.0 (N) NA NC Chlorobenzene 108.90-7 140 (LD) 488 Total Chlorinated Benzenes 1600 Phenyl Chlorde; (Chlorinated Benzene) n NCINRWQC 061ECOTOX'8 RAIS 2/11 - - Chlorodibromomethane 124-08-1 0.4 13 Dlbromochloromethane c NRWQC DB/R41S V07 Chloroform 67.65.3 5.6 170 Tfichloromethane c NRWQC 06/RAIS 1107 Chloronaphthalene, 2- 91-58-7 (LD) 1.0 mg/L 1.0 mg/L n NRWOC'06/ECOTOX & RAIS 1/07 Chlorophyl] a, corrected 40(N) 40(N) 15(N) NA NC Chlorothalonil 1897-45-6 1.3 1.6 7 20 0.8 c ECOTOXARISIRAIS 10/10 Chromium 5o 20 NA NC Chrysene PAH 218-01-9 0.0028 Total PAH's 0.0311 Total PAH's (PAH) y NC/NRWQC 06/RAIS 1/07 Cobalt 7440-48.4 3 4 n. ECOTOXIRAIS 6109 Coliform see fecal cofiform NA Copper 7440-50-8 7 (AL) 3 (AL) n NC Cyanide 57-12.5 5 (N) 1 n NC Cyclohexane 110-82-7 230 120 n ECOTOX/EPIWINIRA151/07 Page 3 of l l 2012 North Carolina 303(d) List -Category 5 Yadkin -Pee Dee River Basin 10-digit Watershed 0304010306 Yadkin River > AU Number Name Description Length or Area Units Classification Category Category Rating Use Reason for Rating Parameter Year > 12.126-(3) Lick Creek From East Branch Lick Creek to a point 1.0 mile upstream of Davidson 7.1 FW Miles Ws -Iv County SR 2501 5 Impaired Aquatic Life Fair Bioclassification Ecological/biological Integrity Benthos 2008 - _ 144Wmbwatershecl 030401030604 - [ Tuckertown Reservoir -Yadkin Rive > 12-126-(4) Lick Creek From a point 1.0 mile upstream of Davidson County 5112501 to 0.7 FW Miles WS-IV;CA 5 Tuckertown Lake, Yadkin River 5 Impaired Aquatic Life Fair Bioclassification Ecological/biological Integrity Benthos 2005 Yadkin -Pee Dee River Basin Yadkin -Pee Dee River Basin 8-digit Subbasin 10-digit Watershed 03040104 0304010402 Lake Tillery -Pee Dee River Lake Tillery -Pee Dee River 12-digit Subwatershed 030401040205 ,t :Leah Island-vee nee Give > 13-17d Rocky River From the mouth of Island Creek to the Pee Dee River 11.5 FW Miles 5 Impaired Aquatic Life Standard Violation Copper 2008 5 Impaired Aquatic Life Standard Violation Turbidity 2008 12-digit Subwatershed' 03oi;6 04020 > 13-5-1-(1) Little Mountain Creek From source to a point 0.5 mile upstream of Stanly County SR 1545 1.4 FW Miles C 5 5 Impaired Aquatic Life Fair Bioclassification Ecological/biological Integrity Benthos 1998 > 13-5-1-(2) Little Mountain Creek From a point 0.5 mile upstream of Stanly County SR 1545 to Mountain Cr. 5.7 FW Miles ws-Iv 5 Impaired Aquatic Life Poor Bioclassification Ecological/biological Integrity Benthos 1998 Friday, August 24, 2012 Approved by EPA August 10, 2012 Page 163 of 170 -- —_— y--------------------/ —___-- —� ___T__ ____ — ;� \ _ _----_ — _ a \ 1 „ m- - - - - - - ---- \ u II. m ,q � _ ; fir; ..�� �� ®„". � e t_ TM'•: i /%/ m Exw\cm uiw�cmK ,wo sueuus.x AnEis F� _ - . 6 V / i C \ \ 'i STANLY COUNTY NORTH CAROLINA 9C� \ � /• ._... \ � /% NORINOAROUNAOE MWEN OFT SVOF AMN I $IAIE xOADYAIxiQNNOE UxR-YAfWIGAtUI UiFOxuATIOx sEcxox - —_ / /• �� m \ 1 1 I 050FPAHlx 0FTUx4M o. FEOElUL1YGNNAYADMNISTMTbN 1 I J srunrco— - b Stanly County Utilities 1000 North First Street Suite 12 ALBEMARLE, NORTH CAROLINA 28001 Mr. Charles H. Weaver NC DENR / DWQ / NPDES 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Mr. Weaver, Please find attached the permit renewal application for the Greater Badin Wastewater Treatment Plant (NPDES ID NC0074756) located in Badin, Stanly County, North Carolina. The Greater Badin Water and Sewer District, operated by Stanly County Utilities is requesting renewal of the existing permit. There have been no changes to the facility since issuance of the last permit. Enclosed with this letter you will find one signed original and two copies of the NPDES from 2A application and related documentation, one signed original and two copies of this cover letter and one original and two copies of the sludge management plan for this facility. Should you have any questions related to this application, please feel free to contact me and the address above, by email at ddavis ,stanl cy ountync.gov or by phone at (704) 986- 3686. Thank you for your review of this request for our permit renewal. Sincerely, loz9t� Donna Davis Director v �� cc: Paul Barbee, ORC Greater Badin W WTP POENR• 82013 FACILITY NAME AND PERMIT NUMBER: I PERMIT ACTION REQUESTED: I RIVER BASIN: Greater Badin WWTP, NCO074756 I Renewal I Yadkin — Pee Dee 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 z 0.1 mgd. All treatment works that have design flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. C. Certification. All applicants must complete Part C (Certification). SUPPLEMENTAL APPLICATION INFORMATION: D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets one or more of the following criteria must complete Part D (Expanded Effluent Testing Data): 1. Has a design flow rate greater than or equal to Ill 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to provide the information. E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to submit results of toxicity testing. F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges and RCRA/CERCLA Wastes). SIUs are defined as: 1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and 40 CFR Chapter I, Subchapter N (see instructions); and 2. Any other industrial user that: a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain exclusions); or b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic capacity of the treatment plant; or C. Is designated as an SIU by the control authority. G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer Systems). ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION) EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Greater Badin WWTP, NCO074756 Renewal Yadkin — Pee Dee 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 Greater Badin WWTP _. Mailing Address 1000 N. First St. Suite 12 Contact Person Title WVVTP Supervisor Telephone Number Facility Address 18 NC 740 Hwy (not P.O. Box) Badin NC 28009 A.2. Applicant Information. If the applicant is different from the above, provide the following: Applicant Name Stanly County Utilities / Greater Badin Water and Sewer District _ Mailing Address 1000 N. First St. Suite 12 Contact Person Title Utilities Director Telephone Number 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 stale -Issued permits). NPDES NCO074756 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, it 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 Badin, INC 28009 1550 Separate sanitary sewer County Total population served 1550 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 755M 8 7550-22. Page 2 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Greater Badin WWTP, NCO074756 I Renewal Yadkin — Pee Dee A.S. Indian Country. a. Is the treatment works located in Indian Country? ❑ Yes ® No b. Does the treatment works discharge to a receiving water that is either In Indian Country or that is upstream from (and eventually flows through) Indian Country? ❑ Yes ® No A.S. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period with the 12" month of "this year occurring no more than three months prior to this application submittal. a. Design flow rate 0.550 mgd Two Years A0o b. Annual average daily flow rate 0.300 mud Last Year 0.270 mud This Year 0.360 mud 105/31/131 C. Maximum daily flow rate 1.390 maid 1.320 mad 2.756 mud 1051311131 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.8. Discharges and Other Disposal Methods. a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No If yes, list how many of each of the following types of discharge points the treatment works uses: i. Discharges of treated effluent 1 ii. Discharges of untreated or partially treated effluent iii. Combined sewer overflow points iv. Constructed emergency overflows (prior to the headworks) 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) Is discharge ❑ continuous or ❑ intermittent? C. Does the treatment works land -apply treated wastewater! If yes, provide the following for each land application site: Location: Number of acres: Annual average daily volume applied to site: Is land application ❑ continuous or ❑ intermittent? d. Dcesthe lreatmentworks discharge or transport treated or untreated wastewaterto another treatment works? mgd ❑ Yes [: No mgd I i Yes f: No EPA Forn 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7650-22. Page 3 of 22 FACILITY NAME AND PERMIT NUMBER: T RMIT ACTION REQUESTED: RIVER BASIN: W Greater Badin WTP, NCO074756 Renewal Yadkin — Pee Dee 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). e. If transport is by a party other than the applicant, provide: Transporter Name Mailing Address Contact Person Title Telephone Number 1 ) For each treatment works that receives this discharg provide the following: Name Mailing Address Contact Person Title Telephone Number 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. _ Does the treatment works discharge or dispose of its wastewater in a manner not Included in A.8. through A.8.d above (e.g., underground percolation, well Injection): If yes, provide the following for each disposal method: Description of method (including location and size of sfte(s) if applicable): Annual daily volume disposed by this method: Is disposal through this method ❑ con8nuous or ❑ Intermittent? mild ❑ Yes ® No EPA Form 3510-2A (Rev. 1-99). Replaces EPA fors 7550-8 & 7550-22. Page 4 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: PJVER13ASIN: Greater Badin WWTP, NCO074756 I Renewal I Yadkin — Pee Dee 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 b. Location (City or town, g applicable) (Zip Code) (County) (stale) 35d 23m 55s N BOd 07m 205 W (Latitude) (Longitude) C. Distance from shore (if applicable) N/A ft. d. Depth below surface (8 applicable) N/A fl. e. Average daily flow rate 0.359 mgd f. Does this outiall have either an intermittent or a periodic discharge? ❑ Yes Z No (go to A.9.g.) If yes, provide the following information: Number f limes 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 Z No A.10. Description of Receiving Waters. a. Name of receiving water Little Mountain Creek into Mountain Creek into Pee Dee River b. Name of watershed (if known) United States Soil Conservation Service 14-digit watershed code (if known): C. Name of Stale Management/River Basin (if known): United States Geological Survey 8-digit hydrologic cataloging unit code (if known): d. Critical low flow of receiving stream (if applicable) acute cis chronic ats e. Total hardness of receiving stream at critical low flow (if applicable): mgA of CaCO3 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-5 & 7550-22, Page 5 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Greater Badin WWTP, NCO074756 Renewal Yadkin — Pee Dee 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 BODS removal or Design CBOD5 removal 85 % Design SS removal 85 % Design P removal % Design N removal % Other % C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: Chlorination If disinfection is by chlorination is dechlorination used for this outfall? R Yes ❑ No Does the treatment plant have post aeration? ® Yes ❑ No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the Indicated effluent testing required by the permitting authority for each outfall through which effluent Is discharged. Do not Include Information on combined sewer overflows in this section. All Information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of 40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart. Ouffall number: 001 MAXIMUM DAILY VALUE AVERAGE DAILY VALUE PARAMETER Value Units Value Units Number of Samples pH (Minimum) 6.1 S.U. pH (Maximum) 7.2 SM. Flow Rate 1.320 mgd 0.270 m d 335 Temperature (Winter) 18.0 C 13.8 C 151 Temperature (Summer) 27.1 C 23.5 C 184 • For pH please report a minimum and a maximum daily value MAXIMUM DAILY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL MLIMDL POLLUTANT METHOD Number of Conc. Units Conc. Units Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN SODS 16.0 m IL 2.37 m /L 145 SM5210B 2.0 CBOD5 DEMAND (Report one) FECAL COLIFORM 490 #1100mL 5.45 #1100mL 145 SM9222D 1 TOTAL SUSPENDED SOLIDS(TSS) 29.0 mall 4.61 m /L 145 SM2540D 0.1 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: D: RIVERBASIN: Greater Badin WWTP, NCO074756 7�� Yadkin — Pee Dee 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 Z 0.1 mgd must answer questions BA through B.S. All others go to Part C (Certification). B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from Inflow and/or infiltration. 120,000 gpd Briefly explain any steps underway or planned 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. I. 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. BA. 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: ( 1 Responsibilities of Contractor. B.S. Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5 for each. (If none, go to question B.6.) a. List the outfall number (assigned in question A.9) for each ouffall that is covered by this implementation schedule. 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: Greater Badin WWTP, NCO074756 Renewal Yadkin —Pee Dee 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 Actual Completion Implementation Stage MM/DD/YYYY MM/DD/YYYY - Begin Construction - End Construction - Begin Discharge - Attain Operational Level e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No Describe briefly: B.B. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY). Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the Indicated effluent testing required by the permitting authority for each outfall through which effluent Is discharged. Do not Include Information on combine sewer overflows In this section. All Information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be based on at least three pollutant scans and must be no more than four and on -half years old. Outfall Number: 001 MAXIMUM DAILY AVERAGE DAILY DISCHARGE POLLUTANT DISCHARGE ANALYTICAL MLIMDL METHOD Conc. Units Conc. Unof its Samples s Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) 3.94 mg/L 0.26 mg/L 145 EPA350.1 0.04 CHLORINE (TOTAL 26 p9fL 11.04 pg/L 145 HACH 8167 10 RESIDUAL, TRC) DISSOLVED OXYGEN 16.8 mg1L 7.33 mg/L 145 SM45000G 0.1 TOTALKJELDAHL NITROGEN (TKN) NITRATE PLUS NITRITE NITROGEN OIL and GREASE PHOSPHORUS (Total) 2.11 mg/L 1.85 mg/L 3 EPA365.4 0.04 TOTAL DISSOLVED SOLIDS (TDS) TOTAL CYANIDE FLUORIDE 0.95 mg/L 0.78 mg/L 22 SM4500FC 0.1 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: Greater Badin WVVfP, NCO074756 Renewal Yadkin —Pee Dee BASIC APPLICATION INFORMATION PART C. CERTIFICATION All applicants must complete the Certification Section. Refer to Instructions to determine who Is an officer for the purposes of this certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed Form 2A and have completed all sections that apply to the facility for which this application is submitted. Indicate which parts of Form 2A you have completed and are submitting: ® Basic Application Information packet Supplemental Application Information packet: ❑ Part D (Expanded Effluent Testing Data) Part E (Toxicity Testing: Biomonkoring Data) ❑ Part F (Industrial User Discharges and RCRAICERCLA Wastes) ❑ Part G (Combined Sewer Systems) ALL APPLICANTS MUST COMPLETE THE FOLLOWING 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 Donp avis Utilities Direccttoorr�/ Signature T /LG � /L�tLu"t t Telephone number (7041 986-3686 Date signed July 31 2013 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 Forth 3510-2A (Rev. 1-99). Replaces EPA forms 7550-5 & 7550-22. Page 9 of 22 BADIN TREATMENT PLANT 77 r - . • •�� .♦r xp n Y1 Y ; ti ♦t t... , t 1. 3i.w 'ki N �2a' 'Sl .G �.1+ � ♦ �T ����.j �y r s' �1. �.ti 1 . �y���, <J r�� ' F ;��1 �!�,.f �t �C�•�rl+rt,`!yC���'I`4fJv �� � � a - .. hi l'{+ }w f.4�4`S�,+r'♦ \ G i }! 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J lave d Y yc ....r 4 INV ,�a�® � lb+ /,pia' �4 ��]y:�',� 4 .r s"{<"• Sy �t, :`� `iq/ S-a diR' i ln+yy `J'1t '., xi, •`1, t ^• ..6 y t#t rat 4 `✓/. a ,4* <�- ,`,r, ,. if i"+'1'`a-} �{ aye'. r r. f � •�j�� � - .1..� it �'' ' /� ,,, ;rl ) •« _- $ Tb�y' a. 1. t Legend y F ".: Streams �.`• ,, ' �Fh Mile Radius 7i 50 Foot Contours IroRoads , d0U ?'nO Fee{ Inset ` Legend Streams r t. t Influent & Effluent line de 10 Foot Contours Roads Y 9 J � i '� , i H4Y .• 7 � ' l _ JULY 17, 2013 { \ yt - Chlorine Cc act Basin 12" Effluent InfluentPump Station 16"Influent o 100 zoo Feet STANIJY (out�ti U"cl> 1 CR WASTEWATER TREATMENT PLANT CONTROL BUILDING FIG. 1.3 -1 Stanly County Utilities 1000 North First Street Suite 12 ALBEMARLE, NORTH CAROLINA 28001 Stanly County Utilities Greater Badin Water and Sewer District NPDES ID NC0074756 Sludge Management Plan The Greater Badin waste water treatment plant provides treatment of domestic wastewater for the Greater Badin Water and Sewer District located in Stanly County, North Carolina. The facility generates between 25 and 30 dry tons of sludge annually. The sludge is dried on site and hauled to Uwharrie Environmental, a landfill receiving site in Montgomery County, North Carolina. Sludge is deposited on the Badin wwtp drying beds periodically throughout the year and hauled to the landfill once or twice per year.