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HomeMy WebLinkAboutNC0029246_Authorization to Construct_20010810NPDES DOCUMENT SCANNING COVER SHEET NC0029246 Linwood Yard NPDES Permit: Document Type: Permit Issuance Wasteload Allocation 'Authorization to Construct (AtC) Permit Modification Complete File - Historical Correspondence Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: August 10, 2001 This document is printed on reuse paper - igrticore any content on the reirerse side State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director August 10, 2001 Mr. F. G. Lemanski, P.E. Norfolk Southern Corporation Environmental Protection 110 Franklin Road, S.E. Roanoke, Virginia 24042-0013 AVA NCDENR Subject: ATC Issuance ATC No. 029246ACB NPDES No. NC0029246 Spencer Yard Davidson County Dear Mr. Lemanski: Please find enclosed the Authorization to Construct permit for the subject wastewater treatment facility. Final plans and specifications for the subject project have been reviewed and found to be satisfactory. Authorization is hereby granted for construction of the carbon filtration unit at the Spencer Yard. This addition will consist of two 5,000 pound carbon units and associated piping and appurtenances. This Authorization to Construct permit is issued in accordance with Part III, Paragraph A of NPDES Permit No. NC0029246 and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance with the conditions and limitations specified in Permit No. NC0029246. Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee to an enforcement action by the Division . of Water Quality in accordance with North Carolina General Statute 143-215.6A to 143- 215.6C. The issuance of this Authorization to Construct permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. The sludge generated from these treatment facilities must be disposed of in accordance with G.S. 143- 215.1 and in a manner approved by the North Caroline Division of Water Quality. The Operational Agreement between the Permittee and the Environmental Management Commission is incorporated herein by reference and is a condition of this permit. Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by G.S. 143-215.6 for violation of or failure to act in accordance with the terms and conditions of this permit. Upon classification of the facility by the Certification Commission, the Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment facilities. The ORC must hold a certificate of the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment facilities by the Certification Commission. The Permittee must also employ a certified back-up operator 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer Visit us on the INTERNET @ www.enr.state.nc.us r ATC Issuance Norfolk Southern -Spencer Yard Page 2 of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8A, .0202. In the event that the facility fails to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement wastewater treatment or disposal facilities. The Winston-Salem Regional Office, telephone number (336) 771-4600, shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an on -site inspection can be made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with the NPDES Permit, this Authorization to Construct, and the approved plans and specifications. One (1) set of approved plans and specifications is being forwarded to you. A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the facility. If you have any questions or need additional information regarding this Authorization to Construct permit, please contact Tom Belnick at telephone number (919) 733-5083, extension 543. Sincerely, �, F•E . /64,61; J. Thorpe cc: Winston-Salem Regional Office, Water Quality Central Files NPDES File ATC Review Addition of Carbon Filtration Unit Norfolk Southern/Spencer Yard NC0029246/ 029246ACB Date: 8/2/01 Prepared by: Tom Belnick, NPDES cv. General: The applicant submitted an ATC application package on 5/30/01 for a carbon filtration system to reduce occasional detections of phenol in effluent, which is currently limited at 0.032 mg/1 (Daily Max). The facility is currently investigating the source of phenol, but would like to have the carbon filters installed as a preventative measure. The ATC package included the necessary plans and specifications. NPDES Evaluation. The facility proposes the addition of two 5,000 pound carbon filters (US Filtration Unit Model No. PV5000) placed in parallel. The carbon filter system is sized to handle a maximum flow of 250 gpm; in comparison, the maximum flow rate reported over the past several years is 125 gpm. Thus, the unit is conservatively sized. The unit will treat all wastewater discharged via Outfall 011. NPDES Conclusion: NPDES recommends ATC issuance. WSRO Comments. WSRO recommends ATC issuance with no qualifications. cc: Permits and Engineering Technical Support Branch County Health Department Central Files WSRO S O C PRIORITY PROJECT: YES _ NO X IF Yes, SOC No._ To: Permits and Engineering Unit Water Quality Section Attention: (Review Engineer) Tom Belnick AUTHORIZATION TO CONSTRUCT NPDES PERMIT REPORT AND RECOMMENDATIONS Date: 7/12/01 County: Davidson Permit No. NC: 0029246 PART I GENERAL INFORMATION 1. Facility Name and Current Address: Norfolk Southern Railway. Corp 110 Franklin Road, SE Roanoke, VA 24042 2. Date of most recent NPDES Staff Report: (attach copy) 4/26/01 3. Changes since previous action on NPDES Permit: none 4. Verify Discharge Point(s) on plans with current NPDES Permit. List for all discharge points. Latitude: 35 °43'53" Longitude: 80 °20'40" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. E 17 NE U.S.G.S. Name Southmont 5. Treatment plant classification: (attach completed rating sheet) J U L 1 8 2001 DENR - WATER QUALITY PO,nt SOURCE BRANCH PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS (PROVIDE THE FOLLOWING INFORMATION IF IT IS NOT ON THE PREVIOUS NPDES STAFF REPORT) 1. Existing treatment facility: SEE ATTACHED a. What is the current permitted capacity of the facility? b. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two (2) years: c: What is the actual treatment capacity of the current facility (design volume)? d. Please provide a description of existing or substantially constructed wastewater treatment facilities. 2. Please provide a description of proposed wastewater treatment facilities: Proposed plans are to add a carbon filtration unit in order to better meet current phenol limits. Discussions with project engineers have indicated that this unit will be installed immediately prior to discharge. 3. Residuals handling and utilization/disposal scheme: n/a a. If residuals are being land applied, please specify DWQpermit no. Residual Contractor: Telephone No. b. Residuals stabilization: PSRP PFRP Other c. Landfill: d. Other disposal/utilization scheme (Specify): 4. Important SOC, JOC or Compliance Schedule dates, if applicable: (Please indicate) Submission of Plans and Specifications Begin Construction Complete Construction PART III - EVALUATION AND RECOMMENDATIONS Based on knowledge of the existing system and review of the submitted plans and specifications, this office sees no problem regarding this project. Site visits indicate there is plenty of room for this additional equipment (as designed). WSRO recommends issuance of ATC. Signature of report preparer Water Quality Section S ervisor Date cc: Permits and Engineering Technical Support Branch County Health Dept. Central Files WSRO SOC PRIORITY PROJECT: No X To: Permits and Engineering Unit Water Quality Section Attention: Sean Goris Date: April 26, 1993 NPDES STAFF REPORT AND RECOMMENDATION County Davidson Permit No. NC0029246 PART I - GENERAL INFORMATION 1. Facility and Address: Southern Railway Company Spencer Yard - Linwood N.C. 110 Franklin Road, S.E., Box 13 Roanoke, VA 24042 0013 2. Date of Investigation: January 21, 1993 3. Report Prepared by: Mike Mickey, Environmental Tech. V 4. Persons Contacted and Telephone Number: Mr. Gilbert vrner, Engineer Environmental Operations, ph (704) 322-3 1 Mr. Leonard Stogner, Environmental Wastewater Services, ph(704). 788-9497. 5. Directions to Site: Take the Linwood Exit (#88) off of I-85 just west of Lexington. Proceed south to Belmont Rd (SR 1113). Turn right and the entrance to the railroad yard is 0.9 mile on the left. 6. Discharge Points(s), List for all discharge points: Latitude: 35° 43' 53" Longitude: 80° 20' 40" U.S.G.S. Quad No. E-17-NE U.S.G.S. Quad Name Southmont 7. Site size and expansion area consistent with application? X Yes 8. Topography (relationship to flood plain included): The Spencer Yard is located adjacent to High Rock Lake. The area was previously wetlands that were filled in the late 70's. The railroad yard consists of 375 acres and extends for approximately 3 miles. 9. Location of nearest dwelling: No dwellings are located within 1000 ft of any discharge point. 10. Receiving stream or affected surface waters: Outfall #011- High Rock Lake Outfall#'s 001 thru 010 discharge into High Rock Lake or its tributaries. a. Classification WS-V b. River Basin and Subbasin No.: YAD-04 c. Describe receiving stream features and pertinent downstream uses: High Rock Lake around the Spencer yard is a popular recreation area for fishermen, hunters and boaters. Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: 0.317 MGD (Ultimate Design Capacity for outfall #011). b. What is the current permitted capacity of the Waste Water Treatment facility? Same as above. c. Actual treatment capacity of the current facility (current design capacity)? Same as above. d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years. The original A/C was issued on 5/31/77. Another A/C was issued on 6/16/88 for modification to the overflow structure for the equalization basin. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The 0.317 industrial WWTP (#011) consists of track collection pans, bar screen, grit chamber, oil skimmers, equalization basin, chemical feed (polymers and peroxide for phenol destruct) and ph adjustment, dissolved air floatation unit, floculator, clarifier, aerated polishing pond, flow meter and outfall structure. Sludge drying beds receive solids from the DAF unit and waste oil tanks receive oil from the skimmers. The stormwater runoff treatment ponds (outfall #'s 001- 010) consist of a grit chamber, stabilization basin and effluent control structure. f. Please provide a description of proposed wastewater treatment facilities. NA NPDES Permit Staff Report Version 10/92 Page 2 g. Possible toxic impacts to surface waters: The influent to the industrial WWTP consists of diesel fuel and oil spillage from the locomotive garage area and any rainfall that would fall on the 5 acre site. In addition, boron treated cooling water used in the locomotives is also dumped, as well as a variety of industrial cleaners used in the garage area. The facility has failed four of their last seven bioassays. h. Pretreatment Program (POTWs only): NA 2. Residuals handling and utilization/disposal scheme: a. Landfill: The dewatered solids from the DAF unit are sent to the GSX Landfill in Pinewood, S.C. Approximately 200 gpd of used oil is recovered by the skimmers at the WWTP. The oil is stored in an above ground tank for pick-up by an oil jobber. 3. Treatment plant classification. Class III facility (59 points) 4. SIC Code(s): 4013 Primary 60 Main Treatment Unit Code: 5 1 2 X 1 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? NA 2. Special monitoring or limitations (including toxicity) requests: The monitoring frequencies in the permit should be revised to coincide with the new monitoring regulations for Class III facilities. 3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) NA 4. Alternative Analysis Evaluation: NA for existing facility into positive flow stream. 5. Other Special Items: NA NPDES Permit Staff Report Version 10/92 Page 3 PART IV - EVALUATION AND RECOMMENDATIONS A compliance evaluation inspection conducted on 1-21-93 found the industrial WWTP to be in complete compliance for 1992 (except toxicity). The facility recently switched from potassium permanganate addition to peroxide addition for phenol destruct in an effort to reduce their toxicity problems. The discharge from the WWTP is variable since considerable flow comes from rainfall on the 5 acre locomotive garage area. An equalization basin is used to control rainfall and hold oils from the garage area. The maximum pumping capacity of the industrial WWTP is 0.317. If the equalization basin is full and inflow is greater than 0.317, the untreated wastewater/rainwater is discharged directly into High Rock Lake through an overflow structure. The structure was improved to prevent the loss of oil from on top of the basin. (See A/C issued 6-16-88) . Southern Railway has reported recemt overflows that occurred on 5/28/90, 10/11-13/90, 10/22/90, 7/3/91 and 4/23/92. The stormwater runoff treatment systems (outfall #'s 001- 010) are designed to provide a means of capturing any floating oil materials that might be spilled in the yard are. The ponds cannot be used to collect any water soluble spills. Each pond receives rainfall runoff from a specific section of the railroad yard. Discharges are intermittent and occur only after rainfall. A review of the self - monitoring data for 1992 does not reveal any violations of the daily average of maximum limitations for Oil and Grease at any of the ten outf al is . WSRO recommends reissuance. rt prerer Signature of rep Water Quality Regional Supervisor 7-73 Date NPDES Permit Staff Report Version 10/92 Page 4 ion Or 0 • . • - • • •- - . • 1721... • GO ------ 1101-db t, • t`. , •,2; , • \ • •:•• `-••••:•'-'''''•:•- • 11 - • \'• • ; \.•fl • • ••-• • -_* •'/ ••• T. . '1 Southern Railway Company Spencer Yard - Linwood, N.C. NPDES Permit No. NC0029246 Outfall #011: industria3 WWTP, 0.317 MGD 0u:fall f's 001-010: Stormwater Treatment Systems //ii• • , • • " Discharoes are into High Rock Lake or it's tributaries, Class "WS-V". E-17-NE Davidson County • --•- ••"; / 0 • C 7.4 „ • • ) •,A77`„, rcv • 'Linwood • • - Discharge Point #011 / ,' `---..... cd. ••••• • — • , ,. •:( \•-, s • Vo c , • I, • __. . . 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Box 29535 Raleigh, NC 27626-0535 May 30, 2001 1-9-NC-LINW-3-1 RE: Permit Modification for NC0029246, Spencer Yard in Linwood, NC RECErVEDQUAiS . WATER SECTION JU1 7 Non-ioisctnarge PetThttti 1g Norfolk Southern Railway Company (NSRC) requests to modify the industrial wastewater system located at Spencer Yard in Linwood, NC. The addition of carbon filtration is expected reduce the concentration of phenols in the effluent to bring the discharge into compliance at Outfall 011. Enclosed please find US Filtration Unit Model No. PV5000 filtration unit specifications and the following: • Three sets of Detailed Plans and Specifications which meet minimum design criteria: • Stamped and sealed by a NC Professional Engineer • Manufacturers specifications and performance information • Flow Schematic with sizes of major components (location of proposed filter shown on Flow Schematic highlighted in yellow) NSRC proposes to have the filter installed within 90 days of the acceptance of the proposed modification by the North Carolina Department of Environment and Natural Resources. If you have any questions or comments, please do not hesitate to contact me at the letterhead address or by telephone at (540) 981-3973. Sincerely, rg F. G. Lemans i, P.E. Manager Environmental Engineering Enclosures cc: L. D. Thompson L. G. Western Operating Subsidiary: Norfolk Southern Railway Company SOUTH POTTS C REEK .. �N PPLANT DISCHARGE TO S. POTTS CK. 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