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HomeMy WebLinkAboutNC0085588_Application_20150223 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Mail the complete application to: N. C. DENR / Division of Water Resources / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number NNC0085588 If you are completing this form in computer use the TAB key or the up - down arrows to move 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 City of Lincolnton Facility Name Lincolnton Water Treatment Plant RECEIVED/DENR/DWR Mailing Address 1338 Reepsville Road FEB 23 2 0 h City Lincolnton Water Quality State / Zip Code NC 28092 Permitting Section Telephone Number (704) 736-8940 Fax Number (704) 736-8959 e-mail Address robertpearsonCci.lincolnton.nc.us 2. Location of facility producing discharge: Check here if same as above Street Address or State Road City State / Zip Code County 3. 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 City of Lincolnton—Robert Pearson Mailing Address 1338 Reepsville Road City Lincolnton State / Zip Code NC 28092 Telephone Number (704) 736-8970 Fax Number (704) 736-8979 4. Ownership Status: Federal 0 State ❑ Private ❑ Public Page 1 of 4 Version 3/2014 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants 5. Type of treatment plant: ® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by filtration and disinfection) ❑ Ion Exchange (Sodium Cycle Cationic ion exchange) O 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) Surface Water 7. Describe the treatment processes) for the raw water: Mixing, Flocculation, Sedimentation, Filtration, Sludge Dewatering 8. Describe the wastewater and the treatment process(es) for wastewater generated by the facility: Sludge is generated by the pretreatment and sedimentation processes. The sludge for pretreatment and sedimentation processes is automatically collected and discharged to a sludge holding lagoon. The filter backwash is discharged to the sludge holding lagoon, The combined sludge and backwash flows are gravity thickened. The thickened sludge is then pumped to a sludge dewatering process. The dewatering process uses a centrifuge to dewater the sludge. The overflow from the dewatering process is returned to the lagoon. The lagoon is decanted using a floating decanter. The overflow is dechlorinated and discharged to the South Fork Catawba River. 9. Number of separate discharge points: 1 Outfall Identification number(s) 001 10. Frequency of discharge: Continuous ❑ Intermittent El If intermittent: Days per week discharge occurs: 7 days Duration: 9.00 11. Plant design potable flow rate 12.0 MGD Backwash or reject flow 0.350 MGD 12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitudes Lat. 35°- 28'-43" Long. 81°-16'-55" South Fork Catawba River Page 2 of 4 Version 3/2014 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants 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 X No Ammonia nitrogen / Chloramines Yes No X Zinc-orthophosphate or sweetwater CP1236 Yes X No List any other additives below: Caustic Soda, Polymers, Chlorine, Activated Carbon, Sodium Bi-sulfite 14. Is this facility located on Indian country? (check one) Yes ❑ No Eg 15. Additional Information: • 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]. • Solids Handling Plan 16. NEW Applicants Information needed in addition to items 1-15: • New applicants are strongly recommended 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. Stephen H. Peeler Director of Public Works and Utilities Printed name of Person Signing Title Signature of Applicant Date Page 3 of 4 Version 3/2014 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants North Carolina General Statute 143-215.6(bX2)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.) ii Page 4 of 4 Version 3/2014 EWTW AM r A M rnrfrc�a j�- r- r• r s.rs r r rm c•nt srt r rm rir r yam•. nazwr rr crrc nss rw.� °�4� ns16iss w•i '.ter s. e�i.omQ. nllr �[ lu✓.l �/,l +rl x a� �ry6 Yu- .rvtl DISCHARGE POINT LAT. 350-28'-42"N LONG. 81 °-16'55"W boas Q a� �a e a�� C y 4b umovels 3 R w /eb Seagie D, ,,ovy t"HS N• oON iS� Q r -, s _ NSu IS 15 �dN fQ e' N 13.0 5 Discharge Point Location Fig. No. 1 e Pease City of Lincolnton Engineers -Architects February2075