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HomeMy WebLinkAboutNC0021873_Speculative Limits_20000302NPDES DOCIMENT SCANNING COVER SHEET NPDES Permit: NC0021873 Mayodan WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: March 2, 2000 This document is printed on reuse paper - ignore any content on the resrerse side State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director March 2, 2000 Ms. Debra E. Cardwell, Town Manager Town of Mayodan 210 West Main Street Mayodan, North Carolina 27027 e�A NCDENR Subject: Speculative Effluent Limitations NPDES Permit No. NC0021873 Mayodan WWTP Rockingham County Dear Ms. Cardwell: Reference is made to your request, dated February 3, 2000, for speculative limits for the proposed expansion of the above referenced wastewater treatment plant. We are hereby supplying the following speculative limits for a facility increase from 3.0 MGD to 4.5 MGD at the existing discharge location into the Mayo River: Parameter Monthly Avg. Effluent Limit (uni BOD5 (Summer/Winter) NHSN (Summer/Winter) TSS pH Fecal Coliform Residual Chlorine Total Phosphorus Total Nitrogen 30/30 (mg/L) 9.3/27.5 (mg/L) 30/30 (mg/L) 6-9 (Standard Units) 200 (Colonies / 100 ml) 28 (µg/L) Monitor Monitor A quarterly whole effluent toxicity test limit would also be assigned in the NPDES permit. The test assigned would be a chronic test at a concentration of 8.5%. It should also be noted that if the treatment plant continues to serve any Significant Industrial Users, the facility will be required to maintain a pretreatment program. In addition, a complete evaluation of limits and monitoring requirements for metals and other toxicants will need to be addressed when a formal NPDES permit application is filed. Under current DWQ procedure, dechlorination and residual chlorine limits are required For all new or expanding dischargers proposing the use of chlorine for disinfection. The level of residual chlorine in your effluent necessary to ensure against acute toxicity given above. The process of chlorination/dechlorination or an alternate form of disinfection, such as ultraviolet radiation, should allow the facility to comply with the residual chlorine limit. Should an alternative form of disinfection be employed, the requirement to monitor residual chlorine will be waived. Please be advised that response to this request does not guarantee that the Division will issue an NPDES permit to discharge treated wastewater into these receiving waters. It should be noted that the 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 - Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer - 50% recycled / 10% post -consumer paper Speculative Limits for 11,tt°odan February 1.1. 2000 Page 2 expansion of an existing facility involving an expenditure of public funds or use of public (state) lands and having a design capacity of 0.5 MGD or greater, will require preparation and submittal of an environmental assessment (EA) by the applicant. DWQ will not accept a permit application for a project requiring an EA until the document has been approved by the Department of Environment and Natural Resources, and a Finding of No Significant Impact (FONSI) has been sent to the state Clearinghouse for review and comment. The EA should contain a clear justification for the proposed facility and an analysis of potential alternatives, which should include a thorough evaluation of non -discharge alternatives. In addition, an EA should show how water reuse, conservation and inflow/infiltration reductions have been considered. Nondischarge alternatives, such as spray irrigation, water conservation, inflow and infiltration reduction or connection to a regional treatment and disposal system, are considered to be environmentally preferably to a surface water discharge. North Carolina General Statutes require that a practicable waste treatment and disposal alternative with the least adverse impact on the environment be implemented. If the EA demonstrates that the project may result in significant adverse affects on the quality of the environment, an Environmental Impact Statement will be required. Gloria Putnam of the Water Quality Planning Branch can provide further information regarding the requirements of the N.C. Environmental Policy Act and can be contacted at (919) 733-5083, extension 567. Please note that the limits given herein are speculative and are not binding unless they are part of an issued NPDES permit. All information pertaining to the request has been sent to our Central Files for storage. If it becomes necessary to request an NPDES permit, please submit a complete application package including appropriate fees. Should you have any questions or comments regarding this speculative limits request, please do not hesitate to contact Mark McIntire at (919) 733-5083, extension 553. Sincerely, avid A. Goodrich Supervisor, NPDES Unit cc: Central Files (with attachments) Winston-Salem Regional Office, Water Quality Section NPDES Unit Files (with attachments) Gloria Putnam, DWQ Planning Branch NCDENR/DIVISION OF WATER QUALITY Water Quality Section/NPDES Unit February 10, 2000 MEMORANDUM To: File From: Mark Mclntire144 Subject: Town of Mayodan, NC0021873 Speculative Limits Request The Division received a speculative limits request from the Town of Mayodan on February 7. 2000. The Town is proposing an expansion of their existing facility at its existing location from 3.0 MGD to 4.5 MGD. A model was developed and run for a former request to expand to 6.0 MGD. No contravention of the DO standard was predicted at that flow. As such. no contravention of the DO standard at 4.5 MGD is anticipated. Ammonia limitations have been developed to protect against toxic effects. Parame to r BOD5 (Summer/Winter) NH3N (Summer/Winter) TSS pH Fecal Coliform Residual Chlorine Chronic Toxicity Units mg/L mg/L mg/L Standard Units Colonies / 100 ml µg/L NA Monthly Avg.. Effluent Limitation 30.0 / 30.0 9.3 / 27.5 30.0 6.0 — 9.0 200 28 (daily maximum) 8.5 % The Town will need to complete an EA prior to submitting an application for expansion. TOWN OF MAYODAN — 4?7er 4160/F )/8/04 OFFICE OF THE TOWN MANAGER 210 W. MAIN STREET • MAYODAN, N.C. 27027 • (336) 427-0241 FAX (336) 427-7592 February 3, 2000 North Carolina Department of Environment and Natural Resources Division of Water Quality P.O. Box 29535 Raleigh, North Carolina 27626-0535 Dear Sir: POIrsi RE: Mayodan Wastewater Treatment Plant Speculative Limits NPDES Permit Number NC0021873 On March 9, 1999, I wrote to Mr. David Goodrich of your division requesting speculative limits for an addition to Mayodan's Wastewater Treatment Plant. A copy of that letter is attached for your review. To date, we have not received a reply. We need this information to furnish to our engineer to be used in the design of the proposed expansion. Please furnish this requested information as soon as possible. Thank you for your attention to this matter. Sincerely, �.J 1 V Vl' , Debra E. Cardwell Town Manager cc: WestRock Engineers B.T. Hart, PE Hobbs, Upchurch & Associates Bill Lester, PE TOWN OF MAYODAN OFFICE OF THE TOWN MANAGER 210 W. MAIN STREET • MAYODAN, N.C. 27027 • (910) 427-0241 FAX (910) 427-7592 March 9, 1999 Mr. David Goodrich North Carolina Department of Environment and Natural Resources Division of Water Quality P . 7 . Box 29535 Raieigh, N. C. 27626-0535 RE: Mayodan Wastewater Treatment Plant Speculative Limits NPDES Permit Number NC0021873 Dear Mr. Goodrich: The Town of Mayodan currently operates a 3.0 MGD Wastewater Treatment Plant under NPDES Permit No. NC0021873. Because of agreements with the Towns of Stoneville and Madison, the Mayodan plant will become a regional facility with a proposed interim capacity of 4.5 MGD. The discharge from the Mayodan plant will be at the same location into the Mayo River utilizing the existing effluent pipeline. The discharges from the Stoneville plant into the Mayo River and the Madison plant into the Dan River will be eliminated when the proposed connections and plant expansion are completed. The Town of Mayodan requests speculative limits for the plant at the proposed increase to 4.5 MGD. Mayodan is currently involved with Stoneville and Madison in the preparation of a 201 Facilities Planning Report covering the proposed plant and pipeline improvements. This report will be reviewed by the State Grant and Loan agency under the direction of Mr. Bobby Blowe, PE, with the end result being the receipt of grant and/or loan funds for the construction of the proposed improvements. Mr. David Goodrich March 9, 1999 Page 2 Please advise us of the limits as soon as possible in order that they may be included in the referenced report. Sincerely. . Debra E. Cardwell Town Ma_..z2_ cc: WestRock Engineers B.T. Hart. PE Dewberry and Davis Michael Daugherty, PE State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director September 15, 1997 Ms. Debra E. Cardwell, Town Manager Town of Mayodan 210 West Main Street Mayodan, North Carolina 27027 Subject: Speculative Limits for Proposed Expansion of NPDES Discharge Permit No. NC0021873 Rockingham County Dear Ms. Cardwell: I am writing in response to the July 24, 1997 letter concerning a proposed expansion for the Town of Mayodan waste water treatment plant. The proposal is for an expansion of the discharge from the current permitted 3.0 mgd up to 6.0 mgd at the existing location on the Mayo River. The Mayo River, at the Mayodan wastewater treatment plant location is classified as C waters. An empirical model was developed in 1994 and most recently updated for determining the limits applicable for the proposed WWTP expansion. The model predicts that the expansion will not cause the dissolved oxygen level to decrease below the standard of 5.0 mg/1. It should be noted that this discharge decreases dissolved oxygen below normal background conditions throughout the downstream sections of the model, (refer attached graph of modeling analysis output). The following outlines the Division's recommendations for a proposed 6.0 mgd disch ge at S ° the existing Mayodan WWTP site: 1' 5 L Summer Winter BOD5 (mg/1): 30 30 NH3— N (mg/1): Total Suspended Solids (mg/1): pH (SU): 6.0 93 16.0 1'1. s 30 30 6-9 6-9 Fecal Coliform (#/100 mL): 200 200 Total Residual Chlorine (µg/1): Total Phosphorus (mg/1): Total Nitrogen (mg/1) 28 28 monitor monitor monitor monitor P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 Fax 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper r Proposed Mayodan WWTP Expansion Permit No. NC0021873 The tentative ammonia limits were evaluated and based upon the protection of the Mayo River against instream toxicity. The instream waste concentration at the 6.0 mgd waste flow is 14%. A chronic toxicity testing requirement at 14% effluent will be a requirement in the NPDES permit at the expanded flow. A complete evaluation of limits and monitoring requirements for metals and other toxicants will be addressed with the formal NPDES application for modification of this permit. It is likely that limits for cadmium and mercury will be needed, and the allowable concentrations for these parameters are 15 µg/1 and 0.09 µg/1 respectively. Please be advised that response to this request does not guarantee that the Division will issue an NPDES permit to discharge treated wastewater into these receiving waters. A new facility involving an expenditure of public funds or use of public (state) lands and having a design capacity of 0.500 mgd or greater (or a facility proposing an expansion of 0.500 mgd or greater), or exceeding one-third of the 7Q10 of the receiving stream will require the preparation of an environmental assessment (EA) by the applicant. DWQ will not accept a permit application for a project requiring an EA until the document has been approved by the Department of Environment, Health and Natural Resources and a Finding of No Significant Impact (FONSI) has been sent to the State Clearinghouse for review and comment. The EA should contain a clear justification for the proposed facility and an analysis of potential alternatives which should include a thorough evaluation of non -discharge alternatives. In addition, an EA should show how water reuse, conservation, and inflow/infiltration reductions have been considered. Nondischarge alternatives, such as spray irrigation, water conservation, inflow and infiltration reduction or connection to a regional treatment and disposal system, are considered to be environmentally preferable to a surface water discharge. In accordance with the North Carolina General Statutes, the practicable waste treatment and disposal alternative with the least adverse impact on the environment is required to be implemented. If the EA demonstrates that the project may result in a significant adverse impact on the quality of the environment, an Environmental Impact Statement would be required. Michelle Suverkrubbe of the Water Quality Planning Branch can provide further information regarding the requirements of the N.0 Environmental Policy Act. The final NPDES effluent limitations will be determined after a formal permit application has been submitted to the Division of Water Quality. If you have any questions regarding this matter, please contact Dave Goodrich at (919) 733-5083, extension 517. cc: Winston-Salem Regional Office, Water Quality Section Permits and Engineering Unit, File Michelle Suverkrubbe, Planning Construction Grants Sincerely, Donald L. Safrit, Assistant Chief for Point Source Branch 9- 8- 7 -- co 6 Dan c - River a) rn X 5O a) _ a N 4- 3* 2 0 Mayo River Computer Model Predited Dissolved Oxygen Levels for Proposed Mayodan Expansion Dan River Predicted Analysis Before Proposed Expansion Predicted Analysis After Proposed Expansion 0 0.6 0.3 0.9 0.7 1.3 1.8 2.4 3 3.5 4.1 4.7 5.1 5.7 6.6 9.2 10.9 12.2 13.3 14.5 15.4 16.0 16.5 17.1 River Mile JUL-24-1997 09:16 FROM TOWN OF MAYODAN TO 19197339919 P.01/03 COVE R S E E T.--- To: Fax #: Subject: Date: Pages: Mx. Don Safret (919) 733-9919 July 24, 1997 • 3, including this cover sheet. COMMENTS: a (Q Q oN �� C k-N) 5 cousk.2-- '(\k\\U • ‘e ot% 6( V • k 0 (tv 4c-)' \y,) >e)'' J i6tit6t IL* » s1` FAX •\0\ -\5') i(.J ) )-) / \‘• Ad -rub Cam-•-- Ncp02- From the desk of... Debra E. Csrdwoll Town Manager Town of Mayodan 210 West Main Street Mayodan, NC 27027 910-427-0241 Fax: 910427-7592 JUL-24-1997 09:16 FROM TOWN OF MAYODAN TO 19197339919 P.02/03 TOWN OF MAYODAN OFFICE OF THE TOWN MANAGER 210 W. MAIN STREET • MAYODAN, N.C. 27027 • (910) 427.0141 FAX (910) 427.7592 July 24, 1997 Mr. Don Safret, Assistant Chief Technical Support Branch Water Quality Section P.O. Box 29535 Raleigh, North Carolina 27626-0535 Dear Mr. Safret: The Town of Mayodan is currently participatixtg in a 201 study which includes Mayodan, Rockingham County, Madison, Stoneville, and the Wentworth area. Mayodan, under this plan, would become a regional facility for the treatment of wastewater from the various entities named. Within the last two years, the Town of Mayodan has completed an expansion of their wastewater treatment plant from a hydraulic capacity of 1.25 MGD to 3.0 MGD. Under the proposed 201 facilities plan and the resulting receipt of wastewater by Mayodan from the other entities, the excess capacity which presently exists at the plant would, in effect, be utilized to the point that another expansion would be necessary. Considering the position of the Town of Mayodan and the fact that the Town would become a receiver of wastewater from the other entities, the Town will, most likely, request in the near future a .permit to increase the hydraulic capacity of the plant from 3 MGD to 5 or 6 MGD. This would allow some excess capacity for growth of Mayodan as well as allowing the receipt of additional waste from the other entities. This increase in discharge would be requested for the existing discharge point. The Town of Mayodan may, in the future, request the permitting of an additional facility about five miles downstream from the existing discharge. This would be on the Dan River below its confluence with the Mayo River, This facility would provide service for an existing residential development and a large part of southwestern Rockingham County. Some pumping of wastewater from the Wentworth area and Madison could be reduced, force mains shortened, or possibly eliminate part of the pumping. We have been requested by Mr. Cecil Madden of Construction Loans and Grants to try to get a response from you on the possibilities of these two items as soon as possible. We have a meeting with Mr. Madden on July 30th to discuss some of the issues to be resolved concerning Dam.a CpQdu16I1 To..pu I M? M44Gc- 1 pbovt y.5 ze 6 aOki PJ53�1✓ IL r�G ('A)S 7 ids N►,ticTcro 677- 0 36 5 JUL-24-1997 09:17 FROM TOWN OF MAYODAN TO 19197339919 P.03/03 Mr. Don Safret July 24, 1997 Page 2 the 201 Plan. Your attention to this matter will be greatly appreciated. Sincerely, L. iLCoALA& Debra E. Cardwell Town Manager TOTAL P.03