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HomeMy WebLinkAboutNC0087866_Permit Issuance_2015012814j? NC ENR North Carolina Department of Environment and Natural Resources Pat McCrory Donald R. van der Vaart Governor Secretary January 28, 2015 Mr. Gregory Flory, P.E., Executive Director Piedmont Triad Regional Water Authority P. O. Box 1326 ' Randleman, NC 27317 Subject: Issuance of NPDES Permit NCO087866 Piedmont Triad Regional Water Authority - John F. Kime WTP Randolph County Dear Mr. Flory: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). This final permit contains the following changes to its terms from, those found in the draft permit sent to you on August 31, 2011. • Because the discharge is to the lake, and not to a free -flowing stream (as had been assumed in the development of previous versions of the permit), the test concentration for the whole effluent toxicity test has been increased from 23% to 90%. • Because the discharge is to water supply waters, and effluent data submitted by the facility indicate reasonable potential for violation of the existing water quality standard, the permit includes a 200 µg/L daily maximum effluent limit for manganese. While it is true that the Division is considering the removal of the water quality standard for manganese in water supply waters, and that change would negate the need for a permit limit for the parameter, a final decision on the matter has not been made as of the date of this letter. Because this is a new limit, the facility is being given a four year compliance schedule associated with manganese limit in order to allow for planning and implementing a system to ensure the limit will be met. Because the effective period of this permit will only extend to August 31, 2016, the short permit cycle will allow both parties to revisit the issue and make any necessary changes to the schedule at the time of the next permit renewal (at which time the matter regarding the water quality standard will be much clearer). • The map has been modified. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone: 919.807-6300 llntemet: www.ncwaterquality.org An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper Mr. Greg Flory NC0087866 Permit Renewal 2015 p. 2 • Updates have been made reflecting administrative changes within the permitting agency that have occurred since the draft permit was prepared. While it was noted in the renewal application that the water treatment plant uses microfiltration as part of its water treatment processes, it is agreed that circumstances associated with its source water and the nature of the body of water receiving the discharge make the Division's permitting strategy for membrane WTPs not applicable to this facility. Please be advised, however, that should the discharge exhibit toxicity at the modified concentration level, this decision may be revisited at the time of the next permit renewal, and monitoring associated with the membrane WTP strategy may be added to future versions of the permit. If any parts, measurement frequencies or sampling requirements contained in this permit 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 in the form of a written petition; conforming to Chapter 150B of the North Carolina General Statutes, and 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. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Resources or any other Federal, State, or Local governmental permits that may be required. If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919) 807-6398, or via e-mail at bob.sledge@ncdenr.gov. Jay Zimmerman L.G., Acting erector Division of Water Resources cc: Central Files Winston-Salem Regional Office/Water Quality NPDES File ec: Aquatic Toxicology Branch Permit NCO087866 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL -POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, the Piedmont Triad Regional Water Authority is hereby authorized to discharge wastewater from a facility located at the Randleman Lake Water Treatment Plant 7297 Adams Farm Road Northwest of Randleman Randolph County to receiving waters designated as Randleman Lake in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective March 1, 2015. This permit and authorization to discharge shall expire at midnight on August 31, 2016. Signed this day January 28, 2015. C� S. Zimmerman, L.G., Acting Dia or`_" Division of Water Resources By Authority of the Environmental Management Commission Page 1 of 6 Permit NC0087866 SUPPLEMENT TO PERIMT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. The Piedmont Triad Regional Water Authority is hereby authorized to: 1. Continue to discharge wastewater from a water treatment plant utilizing both conventional water treatment and membrane technology. Wastewater treatment units include: • Equalization lagoon • Dechlorination • Flow measurement This facility located at the John F. Kime WTP, at 7297 Adams Faun Road, northwest of Randleman, in Randolph County. 2. Discharge from said treatment works at the location specified on the attached map into Randleman Lake, classified WS-IV CA waters in the Cape Fear River Basin. Page 2of6 Permit NCO087866 ' .V A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfa11001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS Parameter Code LIMITS MONITORING REQUIREMENTS Monthly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow 50050 Continuous Recording Effluent Total Suspended Solids C0530 30.0 mg/L 45.0 mg/L Weekly Grab Effluent pH 00400 >_ 6.0 s.u. and 5 9.0 sm. Weekly Grab Effluent Total Residual Chlorines 50060 28 Ng/L Weekly Grab Effluent Turbidity 00070 Weekly Grab Effluent Aluminum 01105 Quarterly2 Grab Effluent Total Iron 01045 Quarterly2 Grab Effluent Total Copper 01042 Quarterly2 Grab Effluent Manganese 01055 200 pg/L3 Quarterly2 Grab Effluent Fluoride 00951 Quarterly2 Grab Effluent Total Phosphorous (TP) C0665 Quarterly2 Grab Effluent Total Nitrogen (TN) C0600 Quartedy2 Grab Effluent Whole Effluent Toxicity Monitoring5 TGP3B Quarterly Grab Effluent Footnotes: 1. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 jig/L. 2. Monitoring should be performed in conjunction with toxicity testing. 3. Limit will become effective March 1, 2019 (48 months following the effective date of the permit). 4. Ceriodaphnia dubia 7day pass/fail test @ 90% concentration. See Condition A. (3.) for toxicity testing requirements. Toxicity testing should be performed during the months of January, April, July, and October, and sampling should coincide with sampling for parameters covered by footnote 2. All samples must be collected from a typical discharge event. There shall be no discharge of floating solids or visible foam in other than trace amounts. Page 3 of 6 Permit NC0087866 A. (2.) PERMIT RE -OPENER: NUTRIENT MONITORING Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in the North Carolina Administrative Code at 15A NCAC 2H.0112 (b) (1) and 2H.011-4 (a) and Part II sections B- 12 and B-13 of this permit, the Director may reopen this permit to require supplemental nutrient monitoring of the discharge. The purpose of the additional monitoring will be to support water quality modeling efforts within the Cape Fear River Basin and shall be consistent with a monitoring plan developed jointly by the Division and affected stakeholders. In addition, the results of water quality modeling may require that limits for Total Nitrogen and Total Phosphorus be imposed in this permit upon renewal. Page 4 of 6 Permit NCO087866 A. (3.) CHRONIC TOXICITY MONITORING (QUARTERLY) The permittee shall conduct quarterly chronic toxicity tests using test procedures outlined in the `North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1'998, or subsequent versions. The effluent concentration defined as treatment two in the procedure document is 90%. The permit holder shalt perform quarterly monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.-Additionally, DWR Form AT-1 (original) is to be sent to the following address: Attention: North Carolina Division of Water Resources Environmental Sciences Section 1621 Mail Service Center Raleigh, N.C. 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately. Upon submission of a valid test, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Resources indicate potential impacts to the receiving stream, this permit may be re- opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Page 5 of 6 Permit NCO087866 Quad: Randleman Piedmont Triad Regional Water Facility Latitude:35°51'43.13" Authority Location Longitude: 79049'25.59" Stream Class: WS-IV CA John F. Kime WTP Subbasin: 03-06-08 NPDES Permit NCO087866 Receiving Stream: Randleman Lake (Deep River) North Randolph Coun Page 6 of 6 FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Expedited Permit Renewals Permit Writer/Date Bob Sledge 8/29/2011—updated 1/20/2015 Permit Number NC0087866 Facility Name Piedmont Triad Reg. Water Auth. —Randleman Lake WTP Basin Name/Sub-basin number Cape Fear River 03-06-08 Receiving Stream Randleman Lake (Deep River Stream Classification in Permit WS-IV CA Does permit need Daffy Max NH3 limits? No; ammonia added after backwash source Does permit need TRC limits/language? Existing; added footnote Does permit have toxicity testing? Yes Does permit have Special Conditions? Updated nutrient reo ener Does permit have instream monitoring? No Is the stream impaired on 303 d list)? No Any obvious compliance concerns? No Any permit mods since lastpermit? No Current expiration date 8/31/2011 New expiration date 8/31/2016 Comments received on Draft Permit? Yes See notes below This permit received considerable review when it was originally developed due to concerns regarding the source/receiving water. Therefore, the existing permit included more details and more monitoring than most WTPs received at the time of its issuance. However, after the draft was sent to public notice, some errors were noticed in the historical and draft renewal versions of the permit. 1. The WTP has in the past been considered a conventional WTP for purposes of NPDES permitting. However it does use microfiltration, which would cause it to be permitted under a different WTP permitting strategy, combining those requirements with those for a conventional WTP. 2. The permit was originally issued with a 23% concentration for its WET testing. This percentage was based upon historical 7Q 10 flow (7.7 cfs) at a gaging station on the Deep River downstream of the discharge point near Randleman. This stream flow value was calculated based upon data collected prior to construction of the Randleman Dam. The reservoir's tiered release program calls for a minimum release of 30 cfs from the dam except during drought conditions (20 cfs if reservoir drops to below 60% full; 10 cfs, it it drops below 30% full). The lake was predicted to operate at over 60% full 90% of the time. All that being said, the discharge from the WTP is to the Muddy Creek arm of the lake, and not downstream of the release from the dam. As such, the correct concentration for WET testing should be 90% as opposed to 23%, because the discharge is not to a free flowing portion of the stream. This permit languished for years without resolution of these issues. In January 2015, the matter of permit reissuance was revisited with the staff of the PTRWA. A modified draft permit was shared with PTRWA that included elements from the strategies for conventional and membrane WTPs, and changed the WET test concentration to 90%. The PTRWA was given opportunity to review and comment on the proposed changes. The PTRWA provided comments which are included in the file. It pointed out that its use of microfiltration differed greatly from that of most other WTPs in north Carolina, especially in terms of its source water and the concentrations of elements in the wastewater. It noted that in terms of water treatment, it is considered a conventional WTP by the Public Water Supply Section. It requested the permit be prepared pursuant to the Division's conventional WTP permitting strategy only. The PTRWA stated that although the discharge is to the lake, because of the volume released from the reservoir, the area near the discharge experienced significant movement and mixing, and therefore the WET test concentration should be less than 90%, and preferably remain at 23%, at which level the tests has consistently passed. These points were considered by the C&EPU Supervisor. It was decided to reissue the permit per the terms of the conventional permitting strategy, and not include those associated with membrane treatment, as the facility is essentially a conventional WTP. It was also decided that the WET test concentration should be modified to 90% because the discharge is to the lake proper, and likely does not receive significant mixing. The PTRWA was advised that the Division may change its stance regarding the permitting strategy at the next permit renewal should the facility begin to fail its toxicity tests at the new concentration. Last, it was further noted during review that the facility showed reasonable potential to cause the water quality standard for manganese (200 µg/L in WS waters) to be exceeded, based upon data provided by the facility. As a result, a 200 µg/L effluent limit was added to the permit for the parameter. However, because it is a new limit, and because the state is currently considering the removal of the water quality standard, the limit will not come into effect for 4 years. During that time, the decision regarding the standard should be finalized and the permit can be modified to reflect that decision. The PTRWA was advised of these changes to the permit terms and asked to provide any comments. In a phone conversation occurring on January 23, 2015, a PTRWA representative expressed continued disagreement regarding the changes to the WET test concentration and fresh concern regarding a manganese limit, but appeared resigned to the permit being issued as per the modified draft. Beyond the concern, there was no objection to the permit being finalized. Sledge, Bob From: Sledge, Bob Sent: Wednesday, January 21, 2015 11,43 AM To: 'gflory@ptrwa.org; spope@ptrwa.org Subject: Update re NPDES Permitting Attachments: NCO087866 Limits page - revised 01212015.pdf Hi Mr. Flory and Mr. Pope, I wanted to let you know of some updates regarding the structure of the permit. I've got a mixed bag of information to pass along. The permit will be issued using the strategy for conventional permits. This will cause the removal of 6 parameters that were listed on the draft I sent to you on January 12. It will also reduce the monitoring frequencies for a number of parameters from monthly to quarterly. Consistent with that strategy, the final version will correct an error I made in trying to craft the permit from competing strategies, namely, the monitoring frequency for turbidity will be set as weekly instead of 2/month (remaining the same as in the existing permit). Also as a part of the conventional permitting strategy, a 200 µg/L daily maximum limit for manganese has been added to the permit because the discharge is to water supply waters and effluent data show reasonable potential for violation of the water quality standard . As of today a water quality standard exists for manganese, even though I hear things are moving closer to having the standard removed. The permit contains a four year compliance schedule for the parameter, meaning the limit will not take effect until 2019 and there will be a monitoring only requirement until that time. When the permit is renewed next year, the matter can be revisited and modified based upon actions that take place between now and then. The toxicity testing concentration has been changed from 23% to 90% because the discharge is to the lake. It remains a monitoring only requirement, with no compliance limit. While it won't be part of the permit, the cover letter will note that should the discharge exhibit toxicity at the new concentration level, the division may revisit the permitting strategy issue during the renewal of future permits. While I'm sure some of this information is not what you hoped for, there is some that should be to your liking. I'm sorry for including some new items at this stage of the process; I'm hoping they will not have any real impact beyond what they would have per the earlier draft. I've attached a .pdf copy of a modified limits and monitoring page for your review. Please call or reply if you have any questions. Bob Sledge, Bob From: G Flory <gflory@ptrwa.org> Sent: Thursday, January 15, 2015 3:52 PM To: Sledge, Bob Cc: 'Kim Temple'; spope@ptrwa.org Subject: RE: Draft Permit NC0087866 Good Morning Mr. Sledge, I am writing in follow-up to our January 13t" meeting regarding the draft NPDES permit for our wastewater treatment facility. As discussed during our meeting we have several areas of concern with the draft permit, the first being the classification of our facility as a Membrane WTP and the second being the reclassification of the discharge point from a free flowing water body to a reservoir. With respect to the classification of our facility we believe that we should be classified as a conventional water treatment plant discharge and be held to the monitoring and discharge requirements for those facilities. While our facility does incorporate low pressure membrane technology this treatment primarily only serves as an additional filtration barrier. Membrane treatment was not included at our facility due to high constituent loading, it was included to provide an additional filtration barrier and in essence serves the same purpose as the dual media filters typically found on conventional water treatment plants. We do not experience the high dissolved solids and concentrated waste streams as contemplated in the October 2009 WTP Strategy document you provided. Facilities that would typical fall into the membrane and ion exchange category contemplated in the WTP Strategy document are those that have been installed to address brackish water problems or specific contaminant issues such as typically found with groundwater systems in the eastern part of the State. Our WTP is treating surface water that has the same qualities and constituents as most other facilities in this area of the State and the membranes do to provide any adverse loadings to the wastewater discharge, in fact the Department of Environment and Natural Resources Public Water Supply Division specifically classifies us as a conventional water treatment plant. Given these facts we would therefore request that our facility be issued a permit consistent with the limits for Conventional Water Treatment Plants. Additionally I would also like to address the reclassification of our discharge location and the corresponding change in the WET test from a concentration of 23% to 90%. While the location of our discharge is within Randleman Lake, there is substantial dilution and movement in the lake, particularly in the area of our wastewater discharge. The discharge is located just upstream of the confluence of Muddy Creek and the Deep River which causes a substantial amount of mixing in the area. In addition we are required by permit to maintain a minimum discharge of 30 cfs, we are routinely higher than this minimum and this is maintained at all times at the dam located just downstream from our wastewater discharge location. The discharge of over 19 Million Gallons a Day from the reservoir causes a significant downstream flow and results in further mixing in the area of our discharge. Based on these facts and given that the original discharge permit was issued for a 23% concentration, having taken in account these circumstances, we believe it would be appropriate and consistent to maintain the same requirement. Thank you for your consideration of these facts I hope you will take them into consideration with our final permit. Sincerely, Greg Flory Gregory TCory, T.E. Executive (Director Tkdinout Triad ftionafWaterAuttority (336) 498-SS10 From: S. Pope jmailto:s12opeOptrwa.or41 Sent: Monday, January 12, 2015 2:01 PM To: G Flory Cc: 'Kim Temple' Subject: FW: Draft Permit NCO087866 From: Sledge, Bob f mailto:bob.sledgeC@ncdenr.govl Sent: Monday, January 12, 2015 2:00 PM To: spopeOptrwa.org Subject: Draft Permit NCO087866 Hi Mr. Pope, Thank you and Mr. Flory for speaking with me today. I've attached a copy of the latest version of a proposed permit. I've also included copies of the guidance we use in the development of permits for water treatment plant discharges. I appreciate everyone's patience in this matter and look forward to visiting with you tomorrow. Bob 2 COURIER - Affidavit of Publication State of North Carolina, Randolph County To Whom It May Concern: This is to certify the advertisement attached hereto has been published in - The Courier -Tribune on the following dates: lo12Z(11 Sworn to on this Z2- day of 2011 Courier -Tribune Representative Sworn to and Subscribed Before me this 2-2- day of t ALVer.b e(, 2011 J/ ' Notary Public LYDIA B. SHIVER Notary Public. North Carolina Randolph County My Com la i �Piraa Public Notice North Carolina Environmental Management Commission/NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Notice of Intent to Issue a NPDES Wastewater Permit The North Carolina Environmental Management Commission proposes to issue a NPDES wastewater discharge permit to the person(s) listed below. Written comments regarding the proposed permit will be accepted until 30 days after the publish date of this notice. The Director of the NC Division of Water Quality (DWQ) may hold a public hearing should there be a significant degree of public interest. Please mail comments and/or information requests to DWQ at the above address. Interested persons may visit the DWQ at 512 N. Salisbury Street, Raleigh, NC to review information on file. Additional information on NPDES permits and this notice may be found on our website: http://portal.ncdenr.org/web/wq/swp/ps/npdes/calendar, or by calling (919) 807-6304. The Piedmont Triad Regional Water Authority requested renewal of permit NCO087866 for the John F. Kime Water Treatment Plant in Randolph Count; this permitted discharge is treated filter -backwash wastewater to Randleman Lake in the Cape Fear River Basin. The Town of Ramseur requested renewal of pemit NCO074454 for it's the Ramseur WTP in Randolph County; this permitted discharge is treated filter -backwash wastewater to Sandy Creek in the Cape River Basin. 1 t - 10/22/11 - A471JLA MCNEWR :North --Carolina Department -of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director August 31, 2011 MEMORANDUM To: Lisa Edwards NC DENR I DWR / Regional Engineering Supervisor Winston-Salem Regional Office From: Bob Sledge Compliance & Expedited Permits Unit Subject: Review of Draft NPDES Permit NCO087866 Piedmont Triad- Regional Water Authority — John F. Kime WTP Randolph County Dee Freeman Secretary Please indicate below your agency's position or viewpoint on the draft permit and return this form by October.3, 2011. If you have any questions, on the draft permit, please contact me at (919) 807-6398 or via e-mail at bob.sledge@ncdenr.gov. RESPONSE: (Check one) Concur with the issuance of this permit provided the facility is operated and maintained properly, the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated water quality standards. F] Concurs with issuance of the above permit, provided the following conditions are met: Opposes the issuance of the' above permit, based on reasons stated below, or attached: Signed , �t,,�,.��Q--�� Date: � � �' � � — 1 C ;2 1617 Mail Service Center, Raleigh, North Carolne 27699.1617 *e. LoWtion:.512 N. Salisbury St Raleigh. north Carolina 276o4 1.. „ -Phone: 919.807.W % FAX: 919-M-64921 C�tsiomer Service-.1.877.6236748 C 0�11Ea tntsmat www.ne vatarquality org lrR�jZ�/ An Equal oppar6u� %AfrmaBve Aelion Employer Sledge, Bob From: Sent: To: Cc: Subject: Good afternoon Mr. Sledge, K Steven Pope [spope@ptrwa.orgj Wednesday, September 14, 2011 2:35 PM Sledge, Bob 'Kim Temple' RE: Draft NPDES Permit After reviewing the NPDES draft I have a couple of questions/requests please: 1) We have the ability to feed fluoride, but we have never fed it at this time. Do we need to monitor it weekly, or just when we actually feed fluoride? 2) We had discussed over the phone reducing the monitoring on the chronic toxicity to annually or bi-annually. Is this still a possibility? Everything else looks great and just as we talked about. We really appreciate all the work you do to get our NPDES permit renewed. Steve Pope K. ($t¢v¢n Popp Water System Manager/ORC PTRWA/Randleman Regional Reservoir John Franklin Kime Water Treatment Plant 7297Adams Farm Rd, Randleman, NC27317 Desk Phone-336-498-5510 Cell Phone-336-382-2373 From: Sledge, Bob[mailto:bob.sledge(lncdenr.govl Sent: Tuesday, August 30, 2011 2:02 PM To: s000e(c otnaa.oro Subject: Draft NPDES Permit Hi Mr. Pope, Q ` 11 Mai, I It was a pleasure talking with you today. Thank you for all your assistance. I've attached a copy of the draft permit that we'll be sending to you through the mail tomorrow. I hope it looks much like we discussed. One item I believe I failed to mention was that we've added monitoring for fluoride. The schematic made it appear this was added to the water prior to it going to the clear well, so the permit assumes it could be in the backwash that eventually becomes the effluent. If I've erred here, please let me know and I'll fix this in the final version. If you have questions or concerns, we'll have plenty of time to straighten things out. Feel free to give me a call or reply to this e-mail. Sledge, Bob From: Mickey, Mike Sent: Tuesday, September 06, 2011 2:33 PM To: Sledge, Bob Subject: RE: Draft NPDES Permits Bob —The drafts for Ramseur & PTRWA/Kime look fine to me. Mike. Mike Mickey Mike. Mickev0NCDENR.eov NC Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Phone: (336) 771-4962 FAX: (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Basinger, Corey Sent: Tuesday, September 06, 20118:01 AM To: Mickey, Mike Subject: FW: Draft NPDES Permits See attached draft permits for Ramseur WTP and Kime WTP (Randleman lake) and comment back to Bob Sledge. Thanks. cB W. Corey Basinger Supervisor, Winston-Salem Regional Office Surface Water Protection Section Division of Water Quality Email: corey.basineer@ncdenr.eov Phone: (336) 771-5000 Fax (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties. From: Sledge, Bob Sent: Friday, September 02, 20116:47 AM To: Basinger, Corey Subject: Draft NPDES Permits Hi Corey, Attached are copies of three draft NPDES permits that were placed at public notice this week. Please let me know if WSRO has any comments or concerns regarding these permits. Thank you. Have a fine weekend. Bob Permit NC0087866 2, 41, «.t.�J' ; � 0 nMKRL�' rr� A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - DRAFT � f,L During the period beginning on the effective date of the permit and lasting until expiration, theo•� Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Daily Maximum Measurement Frequency Sample Type Sample Location Flow Continuous Recording Effluent Total Suspended Solids 30.0 mg/L 45.0 mg/L Weekly Grab Effluent pH z 6.0 s.u. and <_ 9.0 s.u. Weekly Grab Effluent Total Residual Chlorines 28 pg/L Weekly Grab Effluent Turbidity Weekly Grab Effluent Aluminum Quarterly2 Grab Effluent Total Iron Quarterly2 Grab Effluent Total Copper Quarterly2 Grab Effluent Manganese Quarterly2 Grab Effluent Fluoride Quarterly2 Grab Effluent Quarterly2 Grab Effluent Total Phosphorous (TP) Quarterly2 Grab Effluent Total Nitrogen (TN) Quarterly2 Grab Effluent Whole Effluent Toxicity Monitodn s Quart erly Grab Effluent �� 2111E , L �/Nn Footnotes: r/ 1. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L. 2. Monitoring should be performed in conjunction with toxicity testing. 3. Ceriodaphnia dubia 7day pass/fail test @ 23% concentration. See Condition A. (2.) for toxicity testing requirements. Toxicity testing should be performed during the months of January, April, July, and October, and sampling should coincide with sampling for parameters covered by footnote 2. All samples must be collected from a typical discharge event. There shall be no discharge of floating solids or visible foam in other than trace amounts. flow ij M•l 31nc Aur fl-� [ir.`+•" , Q I -� g/.1 )rx j riP A Permit Number: N C d U� jM Facility Name: J , � , F I ,"`� l,J Y Type of WTP: Conventional Greensand Filter Reverse Osmosis Person Contacted: Pe rL 1 a Date/Time: g a° CV^ Does the facility use finished,. potable (chlorinated) water to backwash filters? Yes o If no, what is used? c f ea( WAIF — 1110 41 AA 44S` bi'\ Does the facility use zinc orthophosphate as a corrosion inhibitor? Yes rlN�o) Does the facility use chloramines as an alternate form of disinfection? es No It-1 Highest Reported Monthly Average Flow over past three years: MGD Is effluent flow to receiving stream Intermittent? Continuous? Receiving Stream: 1"4'cr�i 7Q10 Flow: 0 Source: IWC: '� 3r %AA, �c,►�; Discharge to NSW waters? Yes Discharge to water supply waters? Is the stream impaired/on 303d list? 0 ' No Yes (No If yes, for what? FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Expedited Permit Renewals Permit Writer/Date Bob Sledge 8/29/2011 Permit Number N00087866 Facility Name Piedmont Triad Reg. Water Auth. — Randleman Lake WTP Basin Name/Sub-basin number Cape Fear River 03-06-08 Receiving Stream Randleman Lake (Deep River) Stream Classification in Permit WS-IV CA Does permit need Daily Max NH3 limits? No; ammonia added after backwash source Does permit need TRC limits/language? Existing; added footnote Does permit have toxicity testing? Yes Does permit have Special Conditions? Updated nutrient reo ever Does permit have instream monitoring? No Is the stream impaired (on 303(d) list)? For whatparameter? No Any obvious compliance concerns? No Any permit mods since lastpermit? No Current expiration date 8/31/2011 New expiration date 8/31/2016 Comments received on Draft Permit? Yes No If Yes, discuss response with Supervisor Most Commonly Used Expedited Language: • 303(d) language for Draft/Final Cover Letters: "Please note that the receiving stream is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List. Addressing impaired waters is a high priority with the Division, and instream data will continue to be evaluated. If there is noncompliance with permitted effluent limits and stream impairment can be attributed to your facility, then mitigative measures may be required". • TRC laneuaee for Compliance Level for Cover Letters/Effluent Sheet Footnote: "The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L.." BIMS Compliance Download: Queries>Reports>Violations>Monitor Report Violations>Limit Violations for Past 3 Years Reminder: Permits that are not subject to expedited renewal include the following: 1) Major Facility (municipaUindustrial); 2) Minor Municipals with pretreatment program; 3) Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc); 4) Limits based on reasonable potential analysis (metals, GW remediation organics); 5) Permitted flow > 0.5 MGD (requires full Fact Sheet); 6) permits determined by Supervisor to be outside expedited process. Note: This sheet is located on NPDES Server/CurrentVersions/Expedited Fact Sheet May2010 Piedmont Triad Regional Water Authority March 1, 2011 John F. Kime WTP 7297 Adams Farm Road Randleman, NC 27317 336-498-5510 NC DENR/DWQ/NPDES Renewal Application Please find the attached application for our NPDES permit renewal number NC0087866. Since the last permit was issued a 12 MGD water treatment plant was constructed and is now operational. If you have any questions please call me. "�--.? 8"- // Kenneth Steven Pope, Plant Manager/ORC Date NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number INCO087866 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 John F. Kime Facility Name John F. Kime Water Treatment Plant Mailing Address PO Box 1326 City Randleman State / Zip Code NC 27317 Telephone Number (336)498-5510 Fax Number (336)498-1903 e-mail Address jidme@ptrwa.org 2. Location of facility producing discharge: Check here if same as above ❑ Street Address or State Road 7297 Adams Farm Road City Randleman State / Zip Code NC 27317 County Randolph 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 Piedmont Triad Regional Water Authority Mailing Address PO Box 132619 IN City Randleman [MAR 2 2011 State / Zip Code NC 27317 Telephone Number (336)498-5510 PUNT St t f3P'.HCH Fax Number (336)498-1903 4. Ownership Status: Federal ❑ State ❑ 5. Type of treatment plant: Private ❑ Public Pagel of 3 C-WTP 03/05 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants ® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by filtration and disinfection) ❑ Ion Exchange (Sodium Cycle Cationic ion exchange) ❑ 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 process(es) for the raw water: Potassium permanganate is added to the raw water then sent into the flash mixer where aluminum sulfate, sulfuric acid, and possibly 25% sodium hydroxide are mixed in. Then it is sent to the super pulsator. After it comes out of the pulsator is goes to the dual media filters where sodium hypochlorite is added. It flows into the membranes and then the GAC filters before it goes into the distribution system. 8. Describe the wastewater and the treatment process(es) for wastewater generated by the facility: Water decants off the equalization lagoon and discharges into Randleman Regional Reservoir. The sludge is thickened and run through a belt press. The sludge is loaded into a dump truck and taken to a landfill. 9. Number of separate discharge points: 1 Outfall Identification number(s) 001 10. Frequency of discharge: Continuous ® Intermittent ❑ If intermittent: Days per week discharge occurs: Duration: 11. Plant design potable flowrate 12 MGD Backwash or reject flow 2 MGD 12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitudep. Randleman Regional Reservoir 13. Please list all water treatment additives, including cleaning chemicals or disinfection treatments, that have the potential to be discharged. Page 2 of 3 C-WTP 03/05 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants potassium permanganate, aluminum sulfate sulfuric acid, 25% sodium hydroxide citric acid, polymer - Praestol 2515 TR sodium hypochlorite, corrosion inhibitor sodium bisulfate, ammonia, hydrofluorosilicic acid 14. Is this facility located on Indian country? (check one) Yes ❑ No ED 15. Additional Information: Provide a schematic of flow through the facility, include flow volumes at all points in the treatment process, and point of addition of chemicals. n Solids Handling Plan 16. NEW Applicants Information needed in addition to items 1- 15: New applicants must 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. Printe a of Pe Si in Title -�� Si ature of Applicant Date North Carolina General Statute 143-215.6 (b)(2) 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.) Page 3 of 3 C-WTP 03/05 Piedmont Triad Regional Water Authority would like to request that the chronic toxicity parameter be removed from our NPDES permit number NC0087866. We have sampled in October 2010 and January 2011 and passed both tests. We will have sampled an additional two times (April 2011 and July 2011) before this new permit goes into effect. We would also like to request that the flow rate restriction be removed. Kenneth Steven Pope, Plant Manager/ORC Date Sludge Management Plan The John F. Kime water treatment plant sends the sludge from the super pulsators into the sludge thickener. Backwash water is sent into the equalization lagoon. The water decants off the equalization lagoon and is discharged back into Randleman Regional Reservoir after it is de -chlorinated with sodium bisulfate. The sludge is sent from the sludge thickener and mixed with polymer then put onto the belt press. It is then put onto the conveyor and put onto the concrete drying bed. After it finishes drying it is loaded onto a dump truck and taken to the Montgomery County landfill. Kenneth Steven Pope, Plant Manager/ORC Date RAW WATER PUMP STATION EL. 6820 NORMAL LAKE LEVEL LOW LAKE LEVEL INTAKE SCREEN EL. 615JD_ —fl� INTAKE SCREEN EL. 660D' INTAKE SCREEN EL. 645JD' EL. 640JD' RAW WATER INTAKE STRUCTURE �d-1`�ss� car. Qer cY.a� oJctt��.�� 54" RAW WATER MAN .y RETANNG WALL i �I r� J42" RAW WATER Z 1 MAIN �a��,rY,e� t4: ctes�\ �si5�cr2) MANHOLE MEMCOR PUMP STATION HYDRAULIC PROFILE N.T.S. 2-3 MG CLEARWELLS mr"NOnckl- A FINISHED WATER FUMF STATION FINISHED WATER METER VAULT ELEV. T02�' O 2 LINES - - NORTH DISTRUBUTION (48"I � I - A e SOUTH DISTRU5UTION (24") cocros:on CONSTRUCTION DOCUMENTS ISSUED: 3/5/2009 a � � z x L 5 C7 y 6 U V-Wt O� y m Z y w J <L 0 d U_ J D Q z z O o Q u a �Q= 0Qwz 23::Jpz a-z x W o ❑ z WQ use MARCH 2O09 DMCH m JWM one: DC/ALG JWM was AS SHOWN G-3 Of:_ Verslon: 5 J, . �`10 Ile lee GRANULAR DUAL MEDIA ULTRA ACTIVATED FINISHED RAW WATER RAW WATER FLASH MIX CLARIFIER GRANULAR FILTRATION CARBON j 2_3 MG WATER INTAKE PUMP FILTER MEMBRANE CONTACTOR ACLEARILELL5 Fulp 10 STATION 3-LEVELS STATION 3 MIN. 2 GFM/SF 4 CsFAF 22 W GFD tl5 MIN. EBCT —7— ' 1 LIIAC�I�t- SLUDGE_ — I SLOWDOWN SLUDGE- - C 1'. BACKWASH SLUDGE — SLUDGE _ LANDFILL D. EQUALIZATION THICKENER — BELT FI�55 STORAGE I LAGOON i DECANT L �} I-i—GENTIRFUGE DECANT ^ L 5 I II RANDLEMAN LAKE �DEGANT_► _ �_ J DECANT METER PLANT PROCESS SCHEMATIC N.T. . CONSTRUCTION DOCUMENTS ISSUED: 315/200 w�a3oa � Q Z � J O O a�aQ H Q Q w O pz d Z X W O_ o O w W um MARCH 2O09 xsxwn: Am ok—. DC/ALG CHECKM JWM S.., r. AS SHOWN r SHM W. G-5 ., 5