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HomeMy WebLinkAboutNC0089435_Renewal (Application)_20170201Water Resources ENVIRONMENTAL DUALITY February 02, 2017 Mr. David Boone, Board Chairman Martin CountyRW&SA PO Box 668 Williamston, NC 27892 Subject: Permit Renewal Application No. NC089435 Martin County WTP Martin County Dear Mr. Boone: ROY COOPER Governor MICHAEL S. REGAN Secretary S. JAY ZIMMERMAN Director The Water Quality Permitting Section acknowledges receipt of your permit application and supporting documentation received on February 1, 2017. The primary reviewer for this renewal a,pplication is John Hennessy. The primary reviewer will review your application, and he will contact you if additional information is required to complete your permit renewal. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. Please respond in a timely manner to requests for additional information necessary to complete the permit application. If you have any additional questions concerning renewal of the subject permit, please contact Mr. Hennessy at 919-807-6377 or John.Hennessy@ncdenr.gov. Sincerely, ZAM 7&## td Wren Thedford Wastewater Branch cc: Central Files NPDES Washington Regional Office State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-807-6300 MARTIN COUNTY REGIONAL WATER & SEWER aul� Post Office Box 668 Williamston, NC 27892 (252) 789-4300 January 27, 2017 Mr. Wren Thedford NCDENR/DWQ NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: MCRWASA WTP Permit Renewal NPDES Permit #NC0089435 Dear Mr. Thedford, FEB 01 2017 Water Quality Permitting Section Enclosed is the permit renewal application for the Martin County Regional Water and Sewer Authority (MCRWASA) Water Treatment Facility. The water treatment facility was commissioned for production on March 7, 2016. The only change for the permit renewal is the mailing address for MCRWASA. If you have any questions on this matter, please let me know. Sincerely, Martin County Regional Water and Sewer Authority C )-j'Z: �� David Bone Chairman cc: Ralph Mobley, The Wooten Company Joe Thaxton, Suez Chris Myers, T. A. Loving Cindy Ange, MCRWASA and Martin County 4 NPDES PERMIT APPLICATION - SHORT FORM C - WTP l For discharges associated with water treatment plants Mail the complete application to: N. C. Department of Environment and Natural Resouc����DI�CDEQI®`J� Division of Water Quality / NPDES Unit SS�c 1617 Mail Service Center, Raleigh, NC 27699-1617 FEB 0 1 2017 NPDES Permit Number NC0089435 WatergiSecti Permitting Settlors If you are completing this form in computer use the TAB key or the up - down arrows to moue from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Martin County Regional Water and Sewer Authority (MCRWASA) Facility Name Martin County Water Treatment Plant (WTP) Mailing Address PO BOX 668 City Williamston State / Zip Code NC 27892 Telephone Number (252) 789-4300 Fax Number (252)789-4309 e-mail Address dbone@martincountyncgov.com 1. Location of facility producing discharge: Check here if same as above ❑ Street Address or State Road 1001 Park Street City Williamston State / Zip Code NC /27892 County Martin 2. Operator Information: Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name SUEZ Mailing Address PO Box 1279 City Clemmons, NC 27012 State / Zip Code NC / 27012 Telephone Number 336-766-0270 Fax Number 336-766-0270 Page 1 of 4 Version 5/2012 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants 3. Ownership Status: Federal ❑ State ❑ Private ❑ Public 4. Type of treatment plant: ® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by filtration and disinfection) ❑ Ion Exchange (Sodium Cycle Cationic ion exchange) ❑ Green Sand Filter (No sodium recharge) ❑ Membrane Technology (RO, nanofiltration) Check here if the treatment process also uses a water softener ❑ 6. Description of source water(s) (i.e. groundwater, surface water) Water is withdrawn from the Roanoke River a surface water source and transferred to an 11 million gallon basin located at the water treatment facility. 7. Describe the treatment process(es) for the raw water: The raw water is initially pumped from the Roanoke River and where sodium permanganate (NaMn04) is added for pre -oxidation to a raw water reservoir for storage. The water is then sent to a low lift pump station where sodium permanganate (NaMn04) can be added for pre -oxidation again if needed. Afterward, water is pumped to a chemical feed vault where Powdered Activated Carbon (for TOC removal), caustic (for pH adjustment), and alum (for coagulation) are added to the water. The water is then sent to a Super Pulsator Clarifier for clarification where polymer can be added for enhanced clarification. Prior to filtration chlorine and caustic can also be fed for disinfection and pH/ Alkalinity adjustments, respectively. The water is then filtered and flows to the chlorine contact tank for disinfection. Afterward, a corrosion inhibitor is added before the water flows to a 300,000 gallon ground storage tank. The water is then pumped to a 400,000 gallon elevated storage tank from where it enters the distribution system. The waste sludge generated from the super pulsator clarifiers or overflow is discharge to the sludge storage tank for gravity thickening and decanting operations. The wastewater generated from filter backwash/filter to waste/sampling operations is discharged to filter backwash storage tank for equalization, solids settling and decanting operations. The gravity thickened sludge from both the sludge storage tank and filter backwash storage tank will be periodically disposed of by land application. The decanted water from the sludge holding tank and the filter backwash storage tank will be de -chlorinated and discharged to the Unnamed Tributary to Sweetwater Creek in Roanoke River Basin. S. Describe the wastewater and the treatment process(es) for wastewater generated by the facility: The waste generated at the water treatment plant will include: (1) waste sludge from super pulsator clarifier, (2) wastewater from filter backwash, filter to waste and sampling operations, and (3) waste from sanitary facilities. (1) The waste sludge generated from the super pulsator sludge blown downs and overflow is discharged to 529,300 gallon capacity sludge storage tank for gravity thickening and decanting operations. (2) The wastewater generated from filter backwash, filter to waste, and sampling operations is discharged to 529,300 gallon capacity filter backwash storage tank for equalization, solids settling and decanting operations. (3) The wastewater generated from the sanitary facilities at the water treatment plant will be discharged to the Town of Williamston sewer system. The gravity thickened sludge from both the sludge storage and filter backwash storage tanks is periodically disposed of by land application, using a private contractor engaged in disposal of residuals by land application. The decants from the sludge storage tank and the filter backwash storage tank is de -chlorinated and discharged to the Unnamed Tributary to Sweetwater Creek in Roanoke River Basin: 9. Number of separate discharge points: 1 Page 2 of 4 Version 5/2012 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Outfall Identification number(s) 001 10. Frequency of discharge: Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: 7 Duration: Variable 11. Plant design potable flowrate 2 MGD Backwash or reject flow 0.7 MGD 12. Name of receiving stream(s): ATTACHMENT II Outfall Location: 35°50'53.0667"N -77'02'39.2514"W (Provide a map showing the exact location of each outfall, including latitude and longitude): Discharging from said treatment works, at the location specified on the attached map, into an unnamed tributary of Sweetwater Creek [Stream segment 23-50], a waterbody currently classified C waters within Sub basin 03-02-09 of the Roanoke River Basin. 13. Please list all water treatment additives, including cleaning chemicals or disinfection treatments, that have the potential to be discharged. Alum / aluminum sulfate Yes X No Iron sulfate / ferrous sulfate Yes No X Fluoride Yes No X Ammonia nitrogen / Chloramines Yes X No Zinc -orthophosphate or sweetwater CP1236 Yes No X List any other additives below: Sodium Permanganate ( NaMn04) Powdered Activated Carbon (PAC) Sodium Hydroxide (NaOH) Polymer Bleach (Chlorine). Phosphoric Acid (SLI -PHOS 36) 14. Is this facility located on Indian country? (check one) Yes ❑ No 15. Additional Information: ATTACHMENT III Provide a schematic of flow through the facility, include flow volumes at all points in the water treatment process. The plan should show the point[s] of addition for chemicals and all discharges routed to an outfall [including stormwater]. Page 3 of 4 Version 5/2012 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Solids Handling Plan - ATTACHMENT I The sludge that is generated is pumped off to a truck loading facility 1 to 2 times per year and is properly disposed of in a land application process. Granville farms is contracted to handle this material and use their land application permit (WQ0035595) for proper disposal. 16. NEW Applicants Information needed in addition to items I-15: New applicants are highly encouraged to contact a permit coordinator with the NCDENR Customer Service Center. Was the Customer Service Center contacted? ❑ Yes ❑ No Analyses of source water collected Engineering Alternative Analysis Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a water quality model. 17. Applicant Certification I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. David Bone Board Chairman Pr' e ame of Pers Signing Title Lqz SiRnatu of Ap licant Date North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) Page 4 of 4 Version 5/2012 ATTACHMENT I SLUDGE MANAGEMENT PLAN Martin County Regional Water and Sewer Authority NPDES Permit NCO089435 There is one 529,300 gallon capacity filter backwash waste/filter to waste/sampling waste storage tank and one 529,300 gallon capacity sludge storage tank, sludge loading pump station and decant water pump station. The wastes generated at the water treatment plant containing solids will include: (1) waste sludge from the super pulsator clarifiers, (2) wastewater from the filter backwash, filter to waste, and sampling operations, and (3) waste from the sanitary facilities at the water treatment plant..The waste sludge generated from the super pulsator clarifiers will be discharged to the 529,300 gallon capacity sludge storage tank for gravity thickening and decanting operations. The waste generated from the filter backwash/filter to waste/sampling operations will be discharged to the 529,300 gallon capacity filter backwash storage tank for equalization, solids settling and decanting operations. The total estimated quantity of waste sludge from the super pulsator clarifiers and the filter backwash operations is approximately 1,100 lbs/day, dry weight basis. The gravity thickened sludge (> 2.0 percent solids) from both the sludge storage and filter backwash storage tanks will be periodically disposed of by land application at permitted sites, using a private contractor engaged in disposal of residuals by land application. The MCRWASA will comply with all the requirements included in residual permit for land application of the water plant residual. Granville Farms is using (WQ0035595) permit to apply the residuals at this time. The wastewater generated from sanitary facilities at the water treatment plant will be discharged to the Town of Williamston sewer system. h) CB &,r4 G ATTACHMENT II TOPOGRAGPHIC MAP 8" IS R r I R.i f T fBUTA SWEE EK rC f SLUDGE--/,-J R ki*)TANK�,- � FILTEO ST006GE T W 1 1.0 0 TRE PLAN U1 -ST PU N 0 - N% Martin County Regional Water And Sewer Authority Water Disposal to Tributary of TTDecant THE WOOTEN COMPANY R,[,',h NC PEO] -1113 Sweetwater 0 500' 10DO' Creek I- �mm�rq� mm� 0 m ATTACHMENT III SCHEMATIC � :i, RAW vW.cp A ung ;,-SAWIth, tri a0o.cl�o DID RUMF 2,10= CPO MAX. jt n CPO Nuu� N". T R I's LOX V 2 LIM V1 MAX. 6a4�ia7 9TA7*4 .01 sc �At Olt, W., i L� W.W, GALL- ELjc-IoD Gpo Rs, rx,.sTz!4 CRUX 2 LIZ CAL*W wpu V.x 320, MO �D MAY- fA<Zalts, Schematic Flow Diagram ...... ..... ..jj. �cw UFT. . . . ..................... . . .......... ----- ........................ 1;mvitz A P"IL TM ��ARr,E(j 4CAErms"M 1,111,11 VARCII ,z ivt -,E WWA�l ffL v 3 2C TF3' h. 'Ton 2a`5 VACUI m. -ERS tAuNy UL 274-0 �W, 'z z W 10, I'll ddd CpArc 1= 50.00 EL—k7 -0,0 4�.W 11P, ft E'),V i - I'll, AC 1 001 CL410 Wr vL-V1,r7 C EL 7A aS 1 ZL.Zo not CL-nAz Ut iNLET R.- F3 % 16' 7.4 9W :R P-= EL -V.0 !01 Cp MCRWASA WATER TREATMENT PLANT HYDRAULIC PROFILE