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WQCS00027_NOV-2024-DV-0016_20240130
OKE B P.O. Box 308 P� q 1000 Jackson Street z m Roanoke Rapids, NC 27870 Roanoke Rapids Sanitary District (252)537-9137 92 Fax: (252) 537-3064 fTgRY DjS(t` w .rrsd.ore January 24, 2024 CERTIFIED MAIL: 7005 3110 0001 6339 2791 RETURNED RECEIPT REQUESTED Vanessa E. Manuel, Assistant Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office 1628 Mail Service Center Raleigh, NC 27699-1628 Re: Notice of Violation - Tracking Number: NOV-2024-DV-0016 Sanitary Sewer Overflows — December 2023 Collection System Permit Number: WQCS00027 Roanoke Rapids Sanitary District (RRSD) Halifax County Dear Ms. Manuel, Please be advised that ongoing remedial action is being taken to correct the deficiencies in the collection system contributing to the sanitary sewer overflows in the referenced NOV received January 17, 2024. The sanitary sewer overflows occurred during intense rain events while antecedent conditions had failed to diminish. All incidents referenced in this NOV were published in a public notice and proof of the publications are attached pursuant to NCGS 143-215.1 C(b)(2). Attached is an image of radar as the storm passed through North Carolina early on December 18, 2023 along with local rain data for prior quarter. These chronic spill sites arise from high inflows into the Belmont Pump Station located in sub -basin `A' of the collection system. Peak wet weather flows to the Belmont Pump Station occasionally exceed the pumping capacity in the existing pumps and when the pump station runs frequently the downstream gravity sewer becomes surcharged and is at risk for overflows in several shallow manholes. On March 15, 2023, RRSD received a Belmont Pump Station Preliminary Engineering Report which recommended increasing the pumping capacity at the pump station along with rerouting the force main to a larger gravity line downstream with more capacity. On September 29, 2023, RRSD submitted a Belmont Pump Station Improvement Project Application for Funding to NCDEQ Division of Water Infrastructure requesting a funding amount of $2,859,165. We are confident this project will eliminate the upstream and downstream surcharging. We expect a response to this funding request in early 2024. Page 1 of 2 We trust our actions are deemed adequate and prudent. Roanoke Rapids Sanitary District greatly appreciates your time and consideration in this matter. Should you require additional information, please do not hesitate to contact us. Sincerely, Thomas C. Wrenn Chief Executive Officer Enclosures cc: James E. Kerr, II, Chairman David W. Scott, ORC File iAN Page 2 of 2 THE HERALD Affidavit of Publication State of North Carolina, Halifax County To Whom it May Concern: this is to certify the advertisement attached hereto has been published in The Herald On the following dates: a)ece'g1&4r �23; aCS�3 tqoi 4:t''7MSof,ate Sworn to on this l6 day ofs 2024 Billing Clerk Sworn to and Subscribed before me this 16 day Of 2024 Notary Public L MYCommissibnExpire s o fVI '% e i OF Heavy sustained rain o Sunday, December 17th, 202, caused Roanoke Rapids Sanil ary District to have fou wastewater collection syster spills. in the first instance, total wastewater spill of approx imately 84,000 gallons spiilei from the wastewater collectioi system from Manhole A54, sub basin 'A', located at Land S and an unopened portion of N, 4th St. The spill began at 7:31 P.m. and ended at 9:30 a.m the following day. During the next two Instances. 18,900 gal Ions and 9,000 gallons are es timated to have spilled from the wastewater collection systen from Manholes B46 and B52 sub -basin 'B', located at W. 3n: St. with Starke Dr. and Rapids St.. respectively. The spills began at 7:30 p.m. and endec at 6:00 a.m. the following day In final instance, 600 gallons are estimated to have spilled from the wastewater collection system from Manhole 8136 sub -basin 'B', located at W. 4th St. and Franklin St. The spill began at 8:00 a.m. and ended at 8:30 a.m. on Monday, December 18th, 2023, Approx- imately 112,500 gallons of un- treated wastewater discharge Into the waters of the state tri utary to the Roanoke River In the Roanoke River Basin. In - low into the sewer collection System exceeded the carrying capacity of the pipes. Prepara- tion is being made for all known repairs necessary to reduce the source of inflow to return the Pipe system to service and min- imize further discharge. notice is required by North lina General Statutes e 21 Chapter 143.215.1 C. oke Rapids Sanitary it # WQCS00027 as C. Wrenn, CEO 537-9137 nber 19, 2023 23, 2023 AFFP Per N.C.G.S. 143-215.iC(b)(2), Affidavit of Publication STATE OF NC) SS COUNTY OF HALIFAX ) Christy Williamson , being duly sworn, says: That she is Christy Williamson, Ad Director of the The Daily Herald, a daily newspaper of general circulation, printed and published in Roanoke Rapids, Halifax County, NC; that the publication, a copy of which is attached hereto, was published in the said newspaper on the January 06, 2024 That said newspaper was regularly issued and circulated on those dates. SIGNED - (a C1��l'l� � 'u /11 1 Christy Williamson, Ad Director Subscribed to and sworn to me this 6th day of January 2024. 4Elizabotodwin Howell, ,Halifax County, NC My commission expires: July 13, 2027 - Nora, ` 70021661 70861367 Ati.;J L I G ROANOKE RAPIDS SANITARY D1S, P.O. BOX 308 ROANOKE RAPIDS, NC 27870 NOTICE OF DISCHARGE OF UNTREATED SEWAGE Heavy sustained rain on Wed- nesday, December 27th, 2023, caused Roanoke Rapids Sanit- ary District to have two wastewater collection system spifis- In one instance, a total wastewater spill of approxim- ately 30,000 gallons spilled from the wastewater collection system from Manhole A54, sub - basin 'A', located at Land St and an unopened portion of W. 4th St. The spill began at 11:00 a.m. and ended at 4:00 p.m, During the other instance, 1.500 gallons are estimated to have spilled from the wastewa- ter collection system from Man- holes D-190, sub -basin 'D', loc- ated at E. 7th St. between Raleigh St. and Virgina St. The spill began at 9:30 a.m. and ended at 10:30 a.m. Approxim- ately 31,500 gallons of un- treated wastewater discharged into the waters of the state trib- utary to the Roanoke River in the Roanoke River Basin. In- flow into the sewer collection system exceeded the carrying capacity of the pipes. Prepara- tion is being made for all known repairs necessary to reduce the source of inflow to return the pipe system to service and min- imize further discharge, This notice is required by North Carolina General Statutes Art- icle 21 Chapter 143.215.1 C. Roanoke Rapids Sanitary District Permit # WQCS00027 Thomas C. Wrenn. CEO (252)537-9137 January3, 2024 Jan. 6, 2024 P V Roanoke Rapids, NC National Radar ► Timmins North Bay Toronto - Buffa Detroit- Ci` and Pittsbt,r 1 is Char[Pton C KY . Rice anta Columb .y Savannah 16 hassee Leaflet I Map data © OpenStreetMap contributors 1:3 AM Dl Now M f (01M®O i4N Monthly YRS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ANN Cumulative 30 5.24 4.02 4.77 3.64 3.57 4.03 4.99 6.93 6.25 5.38 4.95 4.27 58.04 30 3.26 3.18 3.98 3.14 3.61 4.49 5.66 6.64 3.93 3.07 3.06 2.56 46.58 30 3.06 2.96 3.73 3.57 3.38 3.73 4.48 3.88 4.19 3.13 3.11 2.98 42.2 30 3.5 3.23 4.11 2.92 3.27 3.52 4.73 4.26 4.36 3.25 3.12 3.07 43.34 30 4.02 3.47 4.03 2.8 3.79 3.42 4.29 3.78 4.26 3.18 2.97 3.04 43.05 30 3.6 2.9 3.9 3.12 3.43 4.13 4.9 4.82 4.43 3.09 3.04 2.93 44.29 30 4.52 3.66 4.22 2.94 4.4 5.36 7.62 7.31 6.79 3.21 3.26 3.78 57.07 30 3.86 3.35 4.04 3.17 3.85 4.31 5.39 6.14 5.83 3.25 3.12 3.25 49.56 30 4.08 3.08 4 2.77 3.67 5.92 6.13 6.91 5.98 3.09 2.66 3.24 51.53 30 3.14 2.93 3.58 3.31 3.73 3.62 4.36 3.26 3.88 3.11 3.41 3.24 41.57 30 3.4 3.12 3.68 3.41 3.41 4.26 5.14 5.52 4.76 3.42 3.15 3.26 46.53 30 3.93 3.34 4.08 3.38 3.74 3.77 5.17 4.79 4.06 3.47 2.98 3.03 45.74 30 3.04 2.76 4.04 3.27 3.78 3.93 4.51 4.66 4.13 2.98 3.24 3.26 43.6 30 3.55 2.98 4.09 3.18 3.95 3.54 4.67 4.18 3.98 3.6 3.06 3.12 43.91 30 2.92 2.89 3.46 3.37 4.06 3.83 4.04 3.56 3.89 2.89 3.4 2.94 41.25 30 3.23 3.23 3.23 3.61 4.24 3.68 4 3.74 3.85 3.15 3.21 2.86 42.03 .35.9 30 3.83 3.22 4.18 3.67 4.12 3.81 4.29 3.65 4.14 3.62 3.21 3.14 44.88 .38.5 30 3.29 2.75 4.2 3.3 3.58 3.53 5.1 3.93 3.47 3.33 3.09 3.24 42.81 30 3.6 3.09 4.16 3.58 3.65 3.93 4.86 4.53 4.4 3.23 3.34 3.34 45.71 39.0 18 3.54 3.19 4.079 4.32 3.82 4.55 5.41 4.73 5.32 3.625 3.82 50.88' 42.5 4.4 2.4 2.4 8.3 2.1 1.1 7.2 2.1 8.1 1.8 1.9 14. 7.8 4q 60 L NCEI /Data Access/Land-Based Station/Datasets/GHCN/Comparative Climatic Data Normal Monthly Precipitation (Inches) NORMALS 1981-2010 CAPE HATTERAS BILLY MITCHELL AIRPORT, NC I ELIZABETH CITY COAST GUARD AIR STATION, N, GREENSBORO PIEDMONT TRIAD INTERNATION, RALEIGH DURHAM INTERNATIONAL AIRPORT, P RALEIGH, NC 1971-2000 ROCKY MOUNT WILSON AIRPORT, NC US WILMINGTON, NC GREENVILLE, NC US CHARLESTON AP,SC LYNCHBURG REGIONAL AIRPORT, VA US NORFOLK INTERNATIONAL AIRPORT, VA UE NORFOLK, VA 1971-2000 RICHMOND INTERNATIONAL AIRPORT, VA US RICHMOND, VA 1971-2000 ROANOKE REGIONAL AIRPORT, VA US ROANOKE, VA 1971-2000 John H. Kerr WATERSHED 1971-2000 JOHN H. KERR WATERSHED ROANOKE RAPIDS, NC RRSD Average Monthly Precip (Inches) WWTP 2023 WTP 2023 a NOAA's National Centers for Environmental Information (NCEI) NCEI > Data Access > Land -Based Station > Datasets > GHCN> Comparative Climatic Data httPs://www.ncdc.noaa.gov/ghcn/comparative-climatic-data SEPT 2023 DATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 WEATHER PRECIP PRECIP PRECIP 1ST 2ND 3RD [AN 1 0.5 W. 3.5 0.6 0.1 OCT WEATHER WEATHER 2023 PRECIP PRECIP PRECIP PRECIP PRECIP TOTAL DATE 1ST 2ND 3RD TOTAL 0 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0.1 0.1 0 8 0 0.6 9 0 0.8 10 0 0 11 0 1 12 0 0 13 0 0 14 1.4 1.4 0 15 0 0 16 0 0 17 0 1 18 0 0 19 0 0 20 0.2 0.2 0 21 0 0.5 22 0 4.1 23 0 0.1 24 0 0 25 0 0 26 0 0 27 0 0 28 0 0 29 0 0 30 0 0 31 0.1 0.1 8.1 1.8 NOV 2023 WEATHER PRECIP PRECIP 1ST 2ND WEATHER PRECIP 3RD PRECIP TOTAL DEC 2023 DATE WEATHER PRECIP 1ST PRECIP 2ND WEATHER PRECIP 3RD PRECIP TOTAL DATE 1 0 1 0 2 0 2 0.2 0.2 3 0 3 0.2 0.2 4 0 4 0 5 0 5 0 6 0 6 0 7 0 7 0 8 0 8 0 9 0 9 0 10 0 10 0.2 0.5 0.7 11 0 11 0.4 0.4 12 0 12 0 13 0 13 0 14 0 14 0 15 0 15 0 16 0 16 0 17 0 17 0 18 0 18 0.8 3.2 0.3 4.3 19 0 19 0 20 0 20 0 21 0.8 0.8 21 0 22 1 1 22 0 23 0 23 0 24 0 24 0 25 0 25 0 26 0 26 0 27 0.1 0.1 27 0.6 1.4 2 28 0 28 0 29 0 29 0 30 0 30 0 0 31 0 1.9 7.8