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HomeMy WebLinkAboutNC0050342_permit modification_20040120State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director January 20, 2004 Mr. Stanley B. Webb City of Winston-Salem P.O. Box 2511 Winston-Salem, North Carolina 27102 ATA NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: NPDES Permit Modification — Clarification of Effluent Sampling Point Permit NC0050342 Muddy Creek WWTP Forsyth County Dear Mr. Webb: During the past several months discussions have been ongoing between your agency and the Division of Water Quality staff concerning the location of the "effluent" composite sampling location regarding the Muddy Creek WWTP (NC0050342). Based on the information you have provided to Steve Tedder of our Winston Salem Regional Office and the studies conducted, this office concurs with your request to establish the effluent sampling location at the parshall flume immediately below the chlorine injection point. NCAC 15A 02B .0508 (b)(1) States: "If it is demonstrated to the satisfaction of the Director that any of the tests and measurements, sampling points, or frequency of sampling requirements, as required in this rule for a particular SIC group, are not applicable to the discharge of a particular water pollution control facility, or if it can be demonstrated that the objectives of this section can be achieved by other acceptable means, then such requirements may be waived or modified to the extent the director determines to be appropriate." Under this authority such demonstration has been accomplished and this letter approves the newly established effluent sampling point for the subject wastewater treatment facility. All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental Protection Agency. If any parts, measurement frequencies or sampling requirements contained in this permit modification are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. If you have any questions concerning this permit modification, please contact Valery Stephens at telephone number (919) 733-5083, extension 520. since V1y • • Alan W. Klimek, P.E. cc: Central Files Winston-Salem Regional Office — Steve Tedder NPDES Unit 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 @ http://h2o.enr.state.nc.us/NPDES Re: Modification of Testing Requirements Subject: Re: Modification of Testing Requirements From: Steve Tedder <Steve.Tedder@ncmail.net> yo 0Date: Fri, 19 Dec 2003 07:44:51 -0500 To: Dave Goodrich <dave.goodrich@ncmail.net> Va RAD r Re05,c k /yki& k-41 aw/ 11J�p t 4 1(($ vritskin rfrttet -40 e-kc-S- f`cjf y, Thanks Dave,—/`-141/201-5- Below I've suggested some draft language. If you could get your assistant to cut and paste 1 to your letterhead, with any changes or modifications you want to make, and finalize the / letter it would be appreciated. Once signed, go ahead and send to the City and cc me. Thanks Again. I'm sure the City will be glad to get this resolved. Steve Winston Salem . Forsyth County City/County Utilities Attn: Mr. Stan Webb Manson Meads Complex 2799Griffith Road Winston Salem, NC 27103 Dear Mr. Webb: During the past several months discussions have been ongoing between your agency and the Division of Water Quality staff concerning the location of the "effluent" composite sampling location regarding the Muddy Creek WWTP (NC0050342). Based on the • information you have provided to Steve Tedder of our Winston Salem Regional Office and the studies conducted, this office concurs with your request to establish the effluent sampling location at the parshall flume immediately below the chlorine injection point. NCAC 15A 02B .0508 (b)(1) States: If it is demonstrated to the satisfaction of the Director that any of the tests and measurements, sampling points, or frequency of sampling requirements, as required in this rule for a particular SIC group, are not applicable to the discharge of a particular water pollution control facility, or if it can be demonstrated that the objectives of this section can be achieved by other acceptable means, then such requirements may be waived or modified to the extent the director determines to be appropriate. Under this authority such demonstration has been accomplished and this letter approves the newly established effluent sampling point for the subject waste water treatment facility. Sincerely 1 of 3 1/5/2004 3:14 PM Re: Modification of Testing Requirements for Alan Klimek, Director Division of Water Quality On 12/18/2003 5:14 PM, Dave Goodrich wrote: Steve - The signatory authority is delegated to me. I'll be happy to sign the letter. I think that Mike Templeton and Steve Mauney were working on this earlier this year. I thought there had been some kind of an official response, but if not, we can move forward with one. Dave Steve Tedder wrote: NCAC 15A 02B .0508 (b)(1) States: If it is demonstrated to the satisfaction of the Director that any of the tests and measurements, sampling points, or frequency of sampling requirements, as required in this rule for a particular SIC group,are not applicable to the discharge of a particular water pollution control facility, or if it can be demonstrated that the objectives of this section can be achieved by other : 4 acceptable means, then such requirements' may:. be waived or modified to the : extent the director determines to be appropriate. I am working with the City of Winston Salem on an issue that has been hanging around since 2002 concerning where they coliect'their effluent samples. Because 'of several legitimate factors they are collecting their samples below the chlorination unit rather than several miles further down their discharge pipe below dechlor. Flooding, questionable telemetry and loss of head pressure of the discharge line are concerns they have at the "below dechlor" location. They conducted a study to show that the data at both locations was essentially the same and they collect the Chlorine and Tox samples below the dechlor unit. They have had no violations of chlorine or tox at this location for over five years. I concur with the City that they should be able to continue collecting at their current location and this became an issue because of an inspection in 2002. Unfortunately the City did their study and provided it to the region in March of 2003 but the office never responded. It appears the Region dropped the ball on this one. I would like to clean up this item and to do so I need to know if I can make such changes by letter under my signature and reference that the Director has concurred, or if I need to draft a letter for Alans signature. Or could I draft it for Alans signature 2 of 3 1/5/2004 3:14 PM Re: Modification of Testing Requirements and sign for him. Any suggestions? Just trying to clean up one that should have been cleaned up some time ago. Thanks Steve Tedder NC DENR Winston-Salem Regional Office Division of Water Quality, Water Quality Section 585 Waughtown Street Winston-Salem, NC 27107 Voice: (336) 771-4608 ext 259 FAX: (336) 771-4630 Steve Tedder NC DENR Winston-Salem Regional Office Division of Water Quality, Water'Quality Section 585 Waughtown Street Winston=Salem,, NC 27107 Voice: (336) 771-4608 ext 259 FAX: (336) 771-4630 3 of 3 1/5/2004 3:14 PM Mr. Stanley B. Webb, Wastewater Operations Superintendent City of Winston-Salem 2799 Griffith Road (Manson Meads Complex) Winston-Salem, NC 27103 SUBJECT: Emergency Repair of 001 Effluent Outfall Muddy Creek WWTP (NC0050342) City of Winston-Salem Forsyth County Dear Mr. Webb: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality 6 June 2003 JUN 1 2 2003 DENR VVATER QUALITY POINT SOURCE. BRANCH The Division of Water Quality has received and reviewed the City's request to temporarily move the 002 discharge point for the Muddy Creek WWTP approximately one mile downstream to the mixing vault at the dechlorination facility. This proposed move would enable the City to provide adequate chlorine contact time and dechlorination capability while the WWTP temporarily discharged into Muddy Creek during the time emergency repairs are made to the WWTP's 001 effluent outfall at the Yadkin River. Outfall 002 has several disadvantages over the proposed discharge location (not identified as an outfall in the current NPDES permit). First, Outfall 002 is not sized to handle the full WWTP flow under gravity flow conditions and there is no simple way to add supplemental pumping without the construction of a pumping station. Second, given Outfall 002's proximity to the chlorination point, chlorine contact time would not be sufficient for adequate fecal kill. Third, Outfall 002 is upstream of the dechlorination station, which would result in the discharge containing chlorine residual. Conversely, discharging from the mixing vault at the dechlorination station offers several advantages. The mixing vault offers access for effluent pumping, chlorine contact time is improved, and the final effluent would be dechlorinated. Discharge at the proposed location is a bypass under the terms of the City's NPDES permit. The Standard Conditions found in Part II, Section C, Condition 4 prohibit any bypass except where "[t]here were no feasible alternatives to the bypass" and the permittee provides notification of such an occurrence. This particular case seems to meet these criteria. In addition, Part II, Section C, Condition 4(b) provides that "[t]he permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation." The Division of Water Quality believes that the proposed temporary discharge location will be more protective of the receiving stream (Muddy Creek) and is allowable under the bypass provisions contained in NPDES Permit No. NC0050342. Therefore, the Division hereby grants approval of the City's request to temporarily relocate the Outfall 002 location approximately one mile downstream to the mixing vault at the dechlorination facility pursuant to the following three (3) conditions: (1) This approval shall not be construed to authorize the creation or maintenance of a nuisance. Also, it may be revoked because of material changes in the amount of waters discharged or for failure to maintain treatment efficiencies and other conditions stated in pertinent discharge permits for the Muddy Creek Wastewater Treatment Plant. This document is subject to any valid limitations of any local, private, or special act or resolution relating to health, sanitation, the abatement of nuisances, or relating to non - navigable streams. It is not intended, nor shall it be construed to create, confer, permit, or approve the exercise of any right, power, privilege, or immunity which may be forbidden by the valid provisions of any such local, private, or special act or resolution; EVA tdCDENR N. C. Division of Water Quality/Water Quality Section 585 Waughtown Street Winston-Salem, NC 27107 (336) 771-4600 Customer Service 1 800 623-7748 Mr. Stanley B. Webb 6 June 2003 Page #2 (2) This approval does not authorize the City of Winston-Salem to violate any water quality standards; and, (3) The City must notify the Winston-Salem Regional Office via telephone followed by written correspondence ty the temporarily relocated Outfall 002 is activated. Should you have any comments ort questions regarding this matter, please contact our Office at (336) 771- 4600. Sincerely, Steve Maui1ey Acting Water Quality Supervisor Cc: Dave Goodrich, NPDES Unit Forsyth County Health Department Central Files WSRO muddy crgek wwtp - request for alternate discharge point Ncc sv34Z Subject: muddy creek wwtp - request for alternate discharge point Date: Wed, 04 Jun 2003 13:07:24 -0400 From: Mike Templeton <mike.tempteton@ncmait.net> To: Steve Mauney <Steve.Mauney@ncmail.net> CC: Dave Goodrich <Dave.Goodrich@ncmail.net> Re: Winston-Salem request for temporary relocation of Outfall 002 Steve - Dave and I have reviewed the City's request and have consulted with Coleen on the matter. It is our opinion that the proposed discharge is acceptable under the terms of the City's NPDES permit. Our rationale for approving the proposed discharge is that: 1. Emergency repairs are necessary at the end of the Outatl 001 line. Approx. 200 ft. of 66" diam. line separated from the main tine and must be repaired or replaced to re-establish the outfatl. The City will have to discharge at some other point while repairs are made. 2. The proposed discharge point, although not identified as an outfatl in the permit, has several advantages over Outfall 002: First, Outfall 002 is not sized to handle the full plant flow under gravity flow conditions, and there is no simple way to add supplemental pumping here (it would require construction of a pumping station). Second, given the outfall's proximity to the chlorination point, chlorine contact time would not be sufficient for adequate fecal kill. And third, the outfatl is upstream of the dechlorination station, so the discharge would contain chlorine residual. On the other hand, discharging from the mixing vault at the dechlorination station offers several advantages: the mixing vault offers access for effluent pumping, chlorine contact time is improved, and the final effluent is dechtorinated. 3. Discharge at the proposed point is a bypass under the terms of the City's NPDES permit. The Standard Conditions of the permit (Part II, Section C, Condition 4.) prohibit any bypass except where "[t]here were no feasible alternatives to the bypass" and the permittee provides notification. This case seems to meet these criteria. In addition, Condition 4.b. in the same section provides that: 'The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure [sic] efficient operation." We believe that the proposed temporary discharge point will be more protective of the receiving stream and is allowable under the bypass provision of the City's permit. Therefore, we concur with the Region's approval of the City's proposal. - Mike T Michael E. Templeton, P.E. North Carolina Division of Water Quality NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 919-733-5083 x541 FAX: 919-733-0719 mailto: mike. templeton@ncmail. net 1 of 1 06/04/2003 1:49 PM Winston-Salem • Forsyth County /County Utilities ater • Sewer • Solid Waste Disposal Manson Meads Complex • 2799 Griffith Road • Winston-Salem, NC 27103 • Tel 336.765.0130 • Fax 336.659.4320 April 17, 2003 Mr. David Goodrich North Carolina Department of Environment and Natural Resources Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Dear Mr. Goodrich: APR 2. 2. 2003 Subject: Emergency Repair of 001 Effluent Outfall Muddy Creek WWTP (NC0050342) City of Winston-Salem/Forsyth County Earlier this month I spoke to you regarding a major permit modification to move the 002 discharge point for our Muddy Creek WWTP about one mile downstream to the mixing vault at our dechlorination facility. This move would enable us to provide adequate chlorine contact time and dechlorination capability while the plant temporarily discharged into Muddy Creek when emergency repairs are made to the plant's 001 effluent outfall at the Yadkin River. The plant's 66-inch effluent outfall broke during a recent flood event. It was our intention to permanently move the 002-discharge point downstream to the mixing vault at our dechlorination facility after the 001 outfall is repaired. This location would allow us better access for monitoring the 002 discharge and the discharge point would be downstream of our chlorination/dechlorinaton process. Unfortunately, we are unable to do this at this time. Hazen and Sawyer have determined that we will submerge the final clarifier weirs if we move the 002-discharge point to the proposed location. We must construct a flood control pumping station at the plant before we can permanently move the 002 discharge. We still must make emergency repairs on the 001 outfall line near the Yadkin River and this will require that we divert the plant's entire effluent flow to Muddy Creek for a short period of time. Mr. David Goodrich April 17, 2003 Page 2 Our engineers have devised a plan to take flow off the 001 outfall while a temporary 60- inch line is installed to carry the plant discharge while we make repairs. This will be done by closing a slide gate at the mixing vault currently being constructed at the dechlorination facility and pumping the plant flow into Muddy Creek. We must pump the plant discharge to prevent a hydraulic surcharge in the secondary clarifiers. We estimate that the contractor will need about three days to get the temporary line installed. Once completed, the plant will resume discharging into the Yadkin River until the 66-inch line is repaired. After the line is repaired, we need to pump the plant's effluent flow into Muddy Creek for another three-day period while the 66-inch line is placed back into service. We ask that DWQ grant us permission to discharge into Muddy Creek from the dechlorination-mixing vault. We think we can accomplish what we need to do by having two diversions of three days each. We prefer not to use our existing 002-discharge point for this because we do not have adequate chlorine contact time to ensure adequate fecal kill and there are no provisions for dechlorination at this location. The current 002 discharge is designed for use during flood events and we can better protect Muddy Creek if we are allowed to discharge just downstream of the dechlorination process. If you are not the DWQ official that needs to make this decision please forward it to the proper authority. if possible we would like a decision on this by May 26. If this is not possible, please let me know when a decision will be forthcoming so we can finalize our plans. Thank you for your assistance in this matter and please call me at (336)765-0130 if you have any questions or need additional information. Stanley B. Webb Wastewater Operations Superintendent CC: Ron Hargrove, Deputy Director of Utilities Steve Mauney, WSRO Jim Struve, Hazen and Sawyer PC Chris Shamel, Plant Supervisor Ref:L041703a Winston-alem Muddy Creek WWTP - Plant Effluent Bypass Subject: Winston-Salem Muddy Creek WWTP - Plant Effluent Bypass Date: Tue, 11 Mar 2003 17:35:42 -0500 From: "Michael D. Parker" <mparker@hazenandsawyer.com> To: <mike.templeton@ncmail.net> CC: "James N. Struve" <jstruve@hazenandsawyer.com> Mike, I am writing to summarize a request on behalf of the City of Winston-Salem to evaluate relocating the existing (permitted) plant effluent bypass point along the effluent outfall from the Muddy Creek WWTP to a new (currently non -permitted) location further downstream in Muddy Creek. In summary: * The existing 66-inch plant outfall discharges into the Yadkin River at a distance of +/- 5 miles from the Muddy Creek WWTP. * There is an existing (permitted) effluent bypass point ("002 discharge point") that Is located +/- 600-feet downstream of the discharge point from the WWTP chlorination facilities, upstream of dechlorination facilities. How will only bypass during extreme flood conditions under the current rated plant flows (e.g. 100-year flood). * There are existing facilities to inject sodium bisulfite into the effluent outfall pipe at a distance of approximately 7,000-feet from the WWTP to achieve dechlorination after sufficient chlorine contact has taken place. A project is currently under construction to add a mechanical mixing vault, flow meter, and ORP analyzer at this location to more effectively mix and monitor sodium bisulfite addition to the plant effluent. This work is referenced in correspondence from Michael Myers to myself dated January 17, 2002. * The City has identified portions of the 66-inch outfall downstream of the dechlorination facilities with significant damage that must be repaired, primarily at the discharge point into the Yadkin River. In order to make these repairs, the City anticipates needing to divert flow through the existing bypass. The City has raised two concerns about utilizing the existing bypass: insufficient chlorine contact time and requiring temporary dechlorination facilities. * The City has requested that Hazen and Sawyer evaluate providing an overflow bypass in the vault which would bypass flow into Muddy Creek in place of the existing bypass point. The advantage of relocating the existing bypass point is to bypass disinfected, dechlorinated plant effluent into Muddy Creek. * Flow bypass would occur over a weir set above the 100-year flood elevation. An ultrasonic level sensor would be installed to measure bypass flow over the weir. Flow would discharge into a concrete structure from which it would discharge overland (with appropriate erosion control measures) into Muddy Creek. Cascade aeration will be evaluated based on existing topography. Please let me know if there are any preliminary thoughts on the feasibility of relocating the bypass point. We would also like to have an idea of what amount of time and process (meetings, correspondence, etc.) would be required to acquire a new permit. Thank you for consideration of this request. Sincerely, Michael D. Parker Hazen and Sawyer, P.C. 4944 Parkway Plaza Blvd, Suite 375 Charlotte, NC 28217 T: (704) 357-3150 F: (704) 357-3152 toz e - 6oz, deaf• N1K 00 @ N2SK, 1 of 1 03/12/2003 11:06 AM [Fwd: City of Winston-Salem discharge] Subject: [Fwd: City of Winston-Salem discharge] Date: Thu, 13 Mar 2003 14:07:59 -0500 From: Susan Wilson <Susan.Wilson@ncmail.net> Organization: N.C. Dept. of Health and Human Services To: Susan A Wilson <Susan.A.Wilson@ncmail.net> Susan, I think this is for you. Susan M. Wilson Subject: City of Winston-Salem discharge Date: Thu, 13 Mar 2003 13:46:25 -0500 From: Corey Basinger <Corey.Basinger@ncmail.net> Organization: NC DENR Water Quality To: Dave Goodrich <Dave.Goodrich@ncmail.net>, stanw@cityofws.org, susan.wilson@ncmail net CC: Steve Mauney <Steve.Mauney@ncmail.net> Dave and/or Susan, I have been contacted by Stan Webb, WWTP Manager for the City of Winston-Salem regarding a problem with the 001 discharge for the Muddy Creek WWTP (NC0050342). On Feb. 26, 2003, a sinkhole was discovered at the end of the five (5) mile long 66" outfall. The pipe separated due to recent flooding of the Yadkin River subsequent to heavy rainfall. Approximately 200 feet of the 66" outfall pipe needs to be excaveted, repaired, and properly backfilled. The WWTP also has another discharge location (002) that is only utilized during high flow conditions existing in the Yadkin River. When the Yadkin River rises above a certain level, the entire discharge from the facility is then diverted to the 002 outfall into Muddy Creek, which eventually empties into the Yadkin River just downstream of the previously discussed 001 outfall. In order to repair the 001 outfall damage, obviously the flow will have to be diverted to the 002 outfall. It is estimated to take 5-7 days to complete the repairs (assuming good weather conditions). Items of note during the extended 002 discharge are: 1) There currently does not exist ample detention time for adequate fecal kill unless excessive chlorination occurs. And, the 002 discharge is upstream of the dechlorination facility. I would assume that the 002 outfall does not have TRC limits for this reason and the fact that discharge from this location is rare and only continues for a short time until the Yadkin River's flow subsides. 2) It may be difficult to maintain DO levels above 5.0mg/1 in the short distance to the 002 outfall. Here is Mr. Webb's proposal for discharge during the repair to the 001 outfall. The City would like to modify its dechlorination facility located at Frye Bridge Rd. along the five (5) mile long 66" outfall line. This facility is located adjacent to Muddy Creek between the 002 outfall location and the Yadkin River. The modification would allow for adequate detention time (ie proper fecal kill and dechlorination) prior to discharge to Muddy Creek. The City's engineers are currently working on a proposal to submit to DWQ to do just that. However, now that the 1 of 2 3/17/03 10:09 AM [Fwd: City of Winston-Salem discharge] damage to 001 has been discovered and needs to be repaired ASAP, there exists a delima. How should the City proceed with the repair? It seems that the modifications to the dechlorination facility will be completed soon and could be easily retrofitted to allow a discharge at that location. I fully realize that this would warrant a major permit modification with full DWQ plan review since the 002 discharge would be relocated. Under the current conditions and need for a quicker response that I'm sure would be possible for detailed review by DWQ, what options does the City have? What type paperwork would be required? What emergency provisions, if any, are available? I know this sounds like a confusion scenario. It was for me until I visited all three (3) of these locations today. I'll be glad to discuss them with you via telephone if you choose. Any and all advice is welcomed. Thanks in advance for your assistance in this matter. Corey STAN- If I have incorrectly stated the case, please advise. Thanks! 2 of 2 3/17/03 10:09 AM