Loading...
HomeMy WebLinkAboutNC0024406_Issuance of Permit_19980115Stat'z of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director Mr. Maurice D. McIntosh, V.P. Fossil/Hydrogeneration Dept. Duke Power Company NCSR 1908 Walnut Cove, North Carolina 27052 Dear Mr. McIntosh: January 15, 1998 Subject: NPDES Permit Issuance Permit No. NCO024406 Belews Creek Steam Station Stokes County In accordance with your application for discharge permit received on August 6, 1996 by the Division, we are forwarding herewith the subject permit to discharge under the subject state - NPDES 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 December 6, 1983 and as subsequently amended. The summarized changes to the above -referenced permit are: Outfall 001 • Changed the upstream monitoring to either location (site 405 OR 419) instead of both and removed the upstream temperature limit per the facility's request. Also, deletion of monitoring sites: 423.31, 423.32, 423.33, 419.3 1, and 419.32; and water samples reduced from profile to surface and bottom samples. • Added a monthly average limit of 32°C (89.6°F) at the downstream monitoring point. • Added continuous monitoring of flow and temperature at effluent. Per 2B .0500 regulations for SIC code 4911, continuous cooling water effluent monitoring of flow and temperature is required. Outfall 003 • Removedthe Barium monitoring requirement per past analysis results. • Changed the tonicity test effluent concentration from 33% to :1.9% as a result of an updated USGS flow profile of the Roanoke River basin. • Removed Annual Pollutant Analysis test requirement. Data from the last permit cycle is sufficient to characterize the discharge. _ • Changed limits for Oil & Grease and Total Suspended Solids to mass limits from concentration limits per 40 CFR 423. Outfall 005 • Removed this effluent page. This outfall is no longer used. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Permit No. NC0024406 Permit Issuance Belews Creek Steam Station January 15, 1998 Page 2 Special Conditions • Moved Outfall 006 internal discharge condition to Special Condition F; this condition was listed on the 006 limits page which has been removed. • Updated the toxicity test language for outfall 003 to the most current version, November 1995. • Removed the APAM test requirement. This is no longer required of dischargers. • Added boiler cleaning procedures and Best Management Practices as Special Condition R. This is a condition in the Dan River Steam Station, Permit #NC0003468, that Darryl Williams, EPA, wanted incorporated into this permit. • Removed biocide condition. The facility uses once through, non -contact cooling water and does not add any biocides. • Removed the Acute toxicity test language for abandoned outfall 005. 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, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding. Please take notice that this permit is not transferable except after notice to the Division of Water Quality. Part II, EA. addresses the requirements to be followed in case of change in ownership or control of this discharge. The Division of Water Quality 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 Quality or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Mary Cabe at telephone number (919) 733-5083, extension 518. Sincerely, Original Signed By David A. Goodrich A. Preston Howard, Jr., P. E. cc: Central Files Mr. Roosevelt Childress/EPA Winston-Salem Regional Office/Water Quality Section NPDES Unit .? Mr. Ron Lewis, Duke Power Company Mail Code = MG03A5 13339 Hagars Ferry Road Huntersville, NC 28078-7929 Permit No. NCO024406 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision 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, Duke Power Company is hereby authorized to discharge wastewater from a facility located at Belews Creek Steam Station NCSR 1908 Walnut Cove Stokes County to receiving waters designated as West Belews Creek/Belews Lake (outfall 001) and the Dan River (outfall 003) in the Roanoke 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 February 1, 1998. This permit and authorization to discharge shall expire at midnight on February 28, 2002. Signed this day January 15, 1998. Original Signed By David A. Goodrich A. Preston Howard, Jr., P.E., Director' Division of Water Quality By Authority of the Environmental Management Commission Permit No. NC0024406 SUPPLEMENT TO PERMIT COVER SHEET Duke Power Company is hereby authorized to: 1. Continue to operate wastewater treatment facilities consisting of a once -through and auxiliary cooling water discharge (outfall 001), an ash basin discharge (outfall 003) and a discharge consisting of low-volume waste and metal cleaning waste (outfall 006) from facilities located at Belews Creek Steam Station, on NCSR 1908, Walnut Cove, Stokes County (See Part III of this Permit), and 2. Discharge from said treatment works at the location specified on the attached map into Wast Belews Creek/Belews Lake (outfall 001) and into the Dan River (outfall 003), classified C and WS -IV waters respectively in the Roanoke River Basin. J 0`1 i � N\ l -,j t �, 111 BELEWS LAKE OUTFALL 003 , (EL.725) .,� DISCHARGE P �.. TAILINGS POND ": ✓��`—� BELEWS CREEK !� STEAM STATION y1 _•, �l -, '^1L)� 631 L� SCALE 1:24 000 ROAD CLASSIFICATION PRIMARY HIGHWAY LIGHT-DUTY ROAD, HARD OR HARD SURFACE IMPROVEDSURFACE 0 1 MILE . _ ............._ _......:._... SECONDARY HIGHWAY HARD SURFACE C=3MM= UNIMPROVED ROAD 0 7000 FEET 1 0 1 KILOMETER Latitude 36018'22" Longitude 78-48'19" Map # B18SE Sub -basin 3-02-01 CONTOUR INTERVAL 20 FEET Stream Class C & WS -IV Discharge Class 14 68 69 70 West Belews Creek/Belews Lake QUADIOCATION Duke Power Company ■ NC0024406 Receiving Stream a Dan River Stokes County Design Q Variable Permit expires 2 28 02 Belews Creek Steam Station A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO024406 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall serial number 001, once through and auxiliary cooling water into West Belews Creek/Belews Lake. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Lbs/dav Units (specify) Mon. Avg. Daily Max Mon. Ava. Daily Max. Flow Temperature IC(IF) Temperature OC(IF) ** 32 (89.6) Temperature OC(IF) Monitoring Requirements Measurement Sample *Sample Frequency Type Location Continuous Pump Logs E Daily Recorder/Grab U Daily Recorder/Grab D Continuous Recorder/Grab E * Sample locations: E - Effluent, U - Upstream at Southern Railroad crossing of Belews Creek OR East Belews Creek (site 405 OR site 419), D - Downstream at the discharge from the Dam. Upstream temperature samples are to be measured one foot below the surface. ** In no case should the ambient temperature exceed 32°C (89.6°F) as a result of the Belews Creek Steam Station operations. The ambient temperature shall be defined as the daily average downstream discharge water temperature. In cases where the Permittee experiences equipment problems and is unable to obtain -daily temperatures from the existing temperature monitoring system, monitoring must be reestablished within five working days. Chlorination of the once through and auxiliary cooling water shall not be allowed at this facility. Should Duke Power wish to chlorinate its once through cooling water, a permit modification must be requested and received prior to commencing chlorination. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. O. EFFLUENT LIMITATIONS AND MONI'T'ORING REQUIREMENTS FINAL Permit No. NCO024406 During the period beginning on the effective date of the permit and lasllnCg, Until expirallon, the Permittcc is authorized to discharge aloin outfall sena) number 003 Ash Setting Pond into the Dan River. Such discharges shall be limited and monitored by the pern-i9tee as specified below: Effluent Characteristics Discharge _Limitations Monitoring Requirements l=bs/day Units (specify) Measurement_ Sample *Sample Mon. Avg, Daily Max Mon. Avq. Daily Max. Frequency 11 P- Location Flow Weekly Pump Logs** E Oil and Grease 989 1969 Monthly Grab E Total Suspended Solids 1978 4924 Monthly Grab E Total Arsenic Monthly Grab E Total Selenium 23.0 p g/I 2/Month Grab E Total Nitrogen (NO2+NO3+TKN) Quarterly Grab E Total Phosphorus Quarterly Grab E Sulfates Monthly Grab E Fluoride Monthly Grab E Total Copper 1.0 mg/I Monthly 'Grab E Total Iron 1.0 mg/I Monthly Grab E Chronic Toxicity`*" Quarterly Grab E :': Sample locations: E - Effluent ,':* Or Similar Readings -i:*-'z Chronic Toxicity (Ceriodaphnia) P/F at 19%, August, November, February, May; See Part III, Condition N. The coal pile runoff and low vofume waste shall be discharged into the ash settling pond. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the confluence of the discharge and the receiving waters by grab sample. There shall be no discharge of floating solids or visible foam'in other than trace amounts. Part III Permit No. NC0024406 E. There shall be no discharge of polychlorinated biphenyl compounds such as those commonly used for transformer fluid. F. Outfall 006 - The monitoring requirements for this internal discharge have been relocated to the actual discharge location (outfall 003). This discharge must remain internal and discharge to the Ash'Pond. If discharge to the Ash Pond is relocated to surface waters of the state then the monitoring requirements for this discharge will be reinstated. G. Continued intake screen backwash and non -contact cooling water are permitted without limitations or monitoring requirements. H. Nothing contained in this permit shall be constructed as a waiver by permittee or any right to a hearing it may have pursuant to State or Federal laws or regulations. I. The term "low volume waste sources" means, taken collectively as if from one source, wastewater from all sources except those for which specific limitations are otherwise established. Low volume wastes sources include, but are not limited to: wastewaters from wet scrubber air pollution control systems, ion exchange water treatment system, water treatment evaporator blowdown, laboratory and sampling streams, boiler blowdown, floor drains, cooling tower basin cleaning wastes. and recirculating house service water systems. Sanitary and air conditioning wastes are not included. J. The term "metal cleaning waste" means any wastewater resulting from cleaning (with or without chemical cleaning compounds) any metal process equipment including, but not limited to, boiler tube cleaning, boiler fireside cleaning, and air preheater cleaning. Metals cleaning will be conducted according to Duke Power's approved equivalency demonstration. K. The term "chemical metal cleaning waste" means any wastewater resulting from the cleaning of any metal process equipment with chemical compounds, including, but not limited to , boiler tube cleaning. L. It has been determined from information submitted that the plans and procedures in place at Belews Creek Steam Station are equivalent to that of BMP. M. Discharge of any product registered under the Federal Insecticide, Fungicide, and Rodenticide Act to any waste stream which may ultimately be released to lakes, rivers, streams or other waters of the United States is prohibited unless specifically authorized elsewhere in this permit. Discharge of chlorine from the use of chlorine gas, sodium hypochlorite, or other similar chlorination compounds for disinfection in plant potable and service water systems and in sewage treatment is authorized. Use of restricted use pesticides for lake management purposes by applicators licensed by the N. C. Pesticide Board is allowed. -N. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 19.0% (defined as treatment two in the procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of February, May, August, and November. 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, DWQ Form AT -1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 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 Branch at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, 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 Quality 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. O. If the permittee, after monitoring for at least six months, determines that the facility is consistently meeting the effluent limits contained herein, the permittee may request of the Director that the monitoring requirements be reduced to a lesser frequency. P. Beginning on the effective date of this permit and lasting until expiration, there shall be no discharge of plant wastes to the ash pond unless the permittee provides and maintains at all times a minimum free water volume (between the top of the sediment level and the minimum discharge elevation) equivalent to the sum of the maximum 24-hour plant discharges plus all direct rainfall and all runoff flows to the pond resulting from a 10 -year, 24-hour rainfall event, when using a runoff coefficient of 1.0. During the term of the permit , the permittee shall remove settled material from the ponds or otherwise enlarge the available storage capacities in order to maintain the required minimum volumes at all times. Once per year, the permittee shall determine and report to the permit issuing authority: (1) the actual free water volume of the ash pond, (2) physical measurements of the dimensions of the free water volume in sufficient detail to allow validation of the calculated volume, and (3) a certification that the requried volume is available with adequate safety factor to include all solids expected to be deposited in the ponds for the following year. Present information indicates a needed volume of 338 A -ft in addition to solids which will be deposited in the ash pond. Any changes to plant operations affecting such certification shall be . reported to the Director within five days. NOTE: In the event that adequate volume has been certified to exist for the term of the permit, periodic certification is not needed. Q. Dan River Monitoring Plan, Phase III, as referred in the Engineering Report dated June 10, 1983 and submitted -to DWQ, shall continue to be conducted. R. It has been demonstrated that under certain conditions it is possible to reduce the concentration of metals in boiler cleaning wastes in the range of 92 to 99+ percent by treatment in ash ponds. Because of dilution problems, and the existence of boundry interface layers at the extremities of the plume, it is difficult to prove beyond doubt that the quantity of iron and copper discharged will always be less than one milligram per liter times the flow of metal cleaning when treated in this manner. The application of physical/chemical methods of treating wastes has also been demonstrated to be effective in the treatment of metal cleaning wastes. However, the effectiveness of ash pond treatment should be considered in relation to the small differences in effluent quality realized between the two methods. It has been demonstrated that the presence of ions of copper, iron, nickel, and zinc in the ash pond waters was not measureably increased during the ash pond equivalency demonstration at the Duke Power Company's Riverbend Steam Station. Belews Creek Steam Station has two supercritical boilers that are cleaned on an as needed basis determined by inspection of boiler tubes during outages. When boilers are cleaned, the chemical cleaning and treatment wastes are pumped to a holding pond. The pond effluent is discharged into the ash basin at a controlled rate to provide further treatment. When the following conditions are implemented during boiler cleaning procedures, effective treatment for metals can be obtained at this facility: 1. Large ash basin providing potential reaction volumes in the ratio of 74 to 1. 2. Ash pond pH of no less than 6.5 prior to metal cleaning waste addition. 3. One month or greater retention time in metal cleaning holding pond and four days retention time in ash pond. 4. After treatment of metal cleaning wastes, if monitoring of basin effluents as required by the permit reveals discharges outside the limits of the permit, the Permittee will close the basin discharge, conduct such in -basin sampling as necessary to determine the cause of nonconformance, will take appropriate corrective actions, and will file a report with NCDEHNR including all pertinent data. PERMIT NOTES NC0024406 Duke Power Belews Ck Steam Station Stokes County 8/6/96 Received application and supplemental info. Facility is requesting a reduction in water, sediment, and fish tissue sampling and a reduction in temperature monitoring. SIC = 4911, coal fired electricity generation. 8/14 Requested SR. 8/19 Requested WLA, request #8511. 9/17 Colleen Sullins, Farrell Keough, Paul Clark, Mary Cabe, and David Russell went on a site visit to facility. 9/19 Wrote letter to ESB, Trish MacPherson, for comments on fish sampling, etc. 9/26 Received SR. 10/8 Sent additional information to Bryn Tracey, ESB, from CF. Called facility, Ron Lewis, to make sure that we have the latest Dan River Summary Report. (910) 427-0274 10/29 Received ESB comments. They concur with the reductions in water, sediment, and fish tissue sampling. 11/11 Received WLA 11/13 Finished drafting Permit: 11/14 To Dave Goodrich for review. 12/18 Faxed copy of memo from Trish MacPherson to Ron Lewis to see if he has any comments. 1/21 Received EPA comments, Darryl Williams. They want mass limits put in the permit and testing at outfall 006 to be reinstated. 2/17 Received additional info - Guidance for co -treatment facilities. Receiving waters: 003 - Dan River WS -IV 8/3/92 22-(19.5) - Changes to WS -IV CA w/in 3 mi 003: Ash settling pond. 006: Metal cleaning waste, discharge to 003. 001 - Belews Lake C 9/1/57 22-27-9-(l) - Changes to B w/in 3 mi SR says Belews Lake is WS -IV. 002 and 005 abandoned. 002 was domestic waste; it has been changed to a spray irrigation system, 10/92. 005 has been sealed in 1994. Central Files: Reviewed all correspondence and permit files. Reviewed DMR's - Temp is OK. Facility writes down site 406 instead of 405 on DMR, but Farrell Keough says they do perform the monitoring at 405. NC0024406 Duke Power Belews Ck Steam Station Notes Page 2 40 CFR 423 Steam Electric Power "Generating Point Source Wastewater Source Pollutant Daily max Monthly avg (mm) (m2fi) Low Volume Waste TSS 100.0 30.0 Sources O&G 20.0 15.0 Fly Ash Transport Water TSS 100.0 30.0 O&G 20.0 15.0 Metal Cleaning Wastes TSS 100.0 30.0 O&G 20.0 15.0 Copper 1.0 1.0 Iron 1.0 1.0 Once Through. Cooling Free 0.5 0.5 Water Available Chlorine Per WLA 3/92 NJB Chlorination of cooling water -is not allowed. Cooling Tower Blowdown Free 0.5 0.5 Available Chlorine Coal Pile Runoff TSS 50 50 No discharge of polychlorinated biphenyls. (This is required in Special Condition E.) Hazardous substances as listed in 40 CFR 302.4 in boiler cleaning chemicals (Formic acid, Ammonium Hydroxide, Ammonium Bifluoride, Corrosion Inhibitor, and Sodium Hydroxide) are not water quality or EPA limited substances and therefore will not be monitored for. More substances are listed on P.15-16 of Supplemental Information submitted with permit renewal application. Limitations on effluent sheets meet 40 CFR 423.12 BPT requirements. Per guidance- for co -treatment facilities, sufficient free water volume is required in the ash pond to include 1) direct rainfall to pond for 10y24h rainfall event, 2) all related flows, 3) max dry weather flow, and 4) added solids to pond. Part IV of the application states that the capacity is 3,403 Ac -ft and the calculated volume required for the life of the next permit is 688.3 Ac -ft. NC0024406 Duke Power Belews Ck Steam Station Notes Page 3 Recalculated Mass Limits for 003 and 006 per 40 CFR 423 Wastewater Source Pollutant Daily max Monthly avg (m2A) (mg,L 003 Low Volume Waste TSS 100.0 30.0 Sources O&G 20.0 15.0 003 Fly Ash Transport Water TSS 100.0 30.0. (ash removal lines) O&G 20.0 I5.0 003 Coal Pile Runoff TSS 50 50 003 also consists of stormwater runoff, yard holing sump 006 Metal Cleaning Wastes TSS 100.0 30.0 O&G 20.0 15.0 Copper 1.0 1.0 Iron 1.0 1.0 Outfall Facility Compliance Data Pollutant Cone. Mass Reported Flow (last 2 yrs) Limit Limit Flow (MGD) Max Ava (mgfl) (lb/days 001 1124 966 721 No limits on eff page 003 7.4 11.8 7.9 TSSmax 50 4924 (facility listed 7.4 although flow descriptions add up to 10.35) TSSavg 30 1978 Using 11.8 MGD for max talc. Using 7.9 MGD for avg talc. O&Gmax 20 1969 O&Gavg 15 989 006 0.003 No data TSSmax 100 2.50 Using 0.003 MGD for talc TSSavg 30 0.751 O&Gmax 20 0.501 O&Gavg 15 0.376 Copper 1.0 0.025 Iron 1.0 0.025 (Limits calculated by multiplying flow x cont limit x 8.34.) NC0024406 Duke Power Belews Ck Steam Station Notes Page 4 3%10 Summarized changes to permit: Outfall 001: Changed Upstream monitoring to either location (site 405 OR 419) instead of both. - Added continuous monitoring of flow. Added continuous monitoring of temperature at effluent. Per .0500 regs, continuous cooling water effluent monitoring of flow and temp is required. The facility already performs both, but does not log on DMR's Outfall 003: Removed Barium monitoring requirement. erAVL-*. Changed tox test effluent concentration from 33% to 19%. f I nPJ-i-1(� Changed chronic tox sample type from composite to grab. This was changed 5/19/93 by Randy Kepler but not updated in WATQ. Removed Annual Pollutant Analysis. Changed limits for O&G and TSS to mass limits from concentration limits. Removed Outfall 005 effluent page. This outfall is no longer used. Outfall 006: (Took back out per D. Williams, EPA, 7/16/97) Reinstated monitoring at the effluent of this internal discharge to 003. Put in mass limits for TSS, O&G, Copper, and Iron. Special Conditions: Removed L. - Equivalency condition is not applicable to this facility. Facility does use BMP per Ron Lewis. Updated M. - Put in new toxicity test language for 003. Removed N. - Acute toxicity test for 005. Removed O. - APAM. Edited remaining conditions. Date to Public Notice 12/4/96 Date to Issue 1/20/97 4/24 To Dave. Issue date 5/5/97 6/2 Got permit back from Dave to make minor changes. Changed issue date to 6/5/97, effective 7/1. 6/5 Talked with Ron Lewis. He says when they do metals cleaning, the acid wash and alkaline washwater goes to the cleaning holding pond where it sits for awhile. It neutralizes itself and the iron precipitates out to the bottom of the pond. They release the water to the ash pond when it looks good. There is a 30 page report on these procedures. 6/18 The facility is not doing metal cleaning as often lately; depends on how corroded tubes are. Changing to an oxygen injection (from Hydrazine). This process puts a different protective coating on the pipe; a hematite formation. Ron will find out how often metal cleanings are done (1 since 92). At that time the inprocess monitoring met the limits at 006. When the permit was reissued per basinwide plan, the limits for 006 were taken out. �L�kS Ron Lewis Fax (704) 875-5974 13339 Hagers Ferry Road Phone (704) 875-5968 Huntersville NC 28078-7929 Mail Code = MG03A5 Destratification - Want to put in a new fine bubble diffuser 13 feet deeper and use it less frequently, turn on in July - Aug. This would be more efficient to operate; they are trying to lift the cold water, but only so much cold water at the bottom of the lake. Will fax Ron permit and destratification e-mail. Told him to write a letter about 006 limits; it would be Dave's call whether they stay or not. 6/25 Conference call with DAG, MLC and Ron Lewis. Dave gave verbal OK for facility to initiate their new destratification system. Will write letter to this effect to Ron and he will send in his comments on Jay Sauber's concerns. Ron has problems with the 006 outfall limits. I will set up a call with Darryl Williams. He may adjudicate. Ron says it is a chemical metal cleaning process 423.13 (3)(e) BAT which has limits for Copper and Iron (1.0 mg/1), not a metal cleaning process 423.12 (b)(5) BPT which has limits for TSS, O&G, Copper, and Iron in (100, 20, 1, and 1 mg/l respectively). Ron mentioned: 122.45(h)(2) Internal waste streams - Limits on internal waste streams will be imposed only when the fact sheet under 124.56 sets forth the exceptional circumstances which make such limitations necessary. and 122.45(f) mass limitations. 6/30 Called Darryl Williams, EPA, (404) 562-9297. I left him a long involved message asking if he is amenable to dropping the 006 limits. 7/16 Darryl called back. Yes, he is OK with not monitoring cleaning waste at the discharge to the ash pond (006) because it is impractical, as long as the ash pond treats the water adequately, which it does. Will renew the permit with no limits for outfall 006 as was in the last permit Darryl would like A(16) items 1, 3, 4, 7, & 8 from Dan River permit, NC0003468, added to this permit. Faxed (A16) to Ron Lewis for his comments. 8/1 Called Ron Lewis to find out his comments, left a message. 8/4 Ron Lewis called and said that Wed (8/6) they would contact us about the language. 9/11 Called Ron Lewis again; left a message to please send me comments. He is out till 9/15. 9/17 Received fax from Ron. He is OK with adding A(16) items 1, 3, 4, 7, & 8 from Dan River permit, NC0003468. He also had a question about the upstream Temp requirement. I told him it was to his benefit to have that data; if the downstream limit is not met, it can be shown that the upstream water temp was already above the limit. He wants just monitoring of upstream, no limit. Redid special condition pages to add R. Redid 001 eff page to include equip outage footnote and move temp limits from U to D. To Dave for review and issue 9/22. 37 I C ,Lir_ C�i l_ . 1`12'x1 Jed 006 ,� ,.�1 �,,i l( �—d V\,//c sr.� July. 1996 through August, 1995 Facility Name = Duke - Belews Creek Steam Station arameter - Arsenic L :Parameter. Barium (( I r 'arameter. Capper NPDES p e NC0024406 iStandard = 50 µgA {� ip$iandard i = 1 in ,Standard = CFR mgll , C' '• I / Ow (MGD) = 11.9 m d J 7010s (cls)_ 80 cls n BDL=1/2DL 'it 1/2 DL RESULTS n BDL=1/2DL 'it 12 DL RESULTS %j n BDL=1/2DL 'it 1/2 DL RESULTS IWC (%) = 18.6% 1 23 Jul -96 Sid Dev. 5.4 1 0.093 Jul -96 Std Dev. 0.0 1 0.0025 Std Dev. 0.0 2 5.1 Mean 5.7 2 0.087 Mean 0.1 2 0.0025 Mean 0.0 FINAL RESULTS 3 2.9 C.V. 0.9 `r 3 0.083 C.V. 0.1 3 0.0025 C.V. 0.0 ' Arsenic Maximum Value 23 4 2.2 4 0.085 4 0.0025 Max. Prod Cw Allowable Cw 92 269 5 6 2.6 4.3 Mutt Factor 4.0 `i1C 5 6 0.089 0.086 Mutt Factor 1.2 5 6 0.0025 ' 0.0025 Mult Factor 0.0 = = = 7 4.2 Max. Value 23 pg4 7 0.087 Max. Value 0.093 mgll{ 7 0.0025 Max. Value 0.0025 mg/ Barium Maximum Value 0.093 8 2.8 Max. Pred Cw 92 µg4 0 0.091 Max. Pred Cw 0.112 mg" 8 0.0025 - Max. Pred Cw 0.0000 mg/ Max. Prod Cw 0.112 9 3.4 Allowable Cw 269 µg/I � 9 0.078 Allowable Cw 5.4 mg/I; 9 0.0025 Allowable Cw 1.0 mgt Allowable Cw 5.4 10 5.2 j 10 0.083 10 0.0025 ' 11 4.9 11 0.081 11 0.0025 ' Copper Maximum Value 0.0025 12 7.6 12 0.08 12 0.0025 ' Max. Prod Cw 0.0 13 5.9 13 0.082 } 3y 13 0.0025 ' Allowable Cw 1.0 w 14 14 14 15 15 15 Fluoride Maximum Value 0.640 16 16 16 Max. Pred Cw 1.5 17 17 ' 17 Allowable Cw 9.7 18 18 ;< 18 19 19 's"; 19 Iron Maximum Value 0.220 20 t' 20 20 Max. Prod Cw 0.682 21 21 21 Allowable Cw 1.0 22 22 22 23 23 23 Selenium Maximum Value 20 24 r 24 24 Max. Prod Cw 34 25 25$ 25 Allowable Cw 27 26 26 #5 26 27 27 # 27 Sulfates Maximum Value 797 28 28 .'•S 28 Max. Prod Cw 7,332 29 i 29 i 29 Allowable Cw 1,343 30 30 30 31 31 31 32 32 32 33 33 .` 33 34 34 ;t 34 35 35 35 9r5A6 E E E ' N A m ? � 3 N U Li d 3 O pn � LL J N ❑ fn ❑ m n m 0 O-- N OnO^ NQ-n m O ^ N- Q O —--—---------------- t7 O t7 O t7 r � ?:^Fv�,?,.i...i:;;G:gn;� :�'i��ii+.+ln'Y/,�S:T.+,x,,>:^ .:.i,„i!i':•R":iY. r. i$:� '::i ................. i:•:x:...:en.... isi�iii................................. rnu Ci e:oom ' m 3 3 f!1 � U U J m a 0 a� U w N n O ❑ c° N m m � _ 1 E o � N — J N ❑ m " M C L C N Cl Q N c0 n O T O N Cl 0 0 c0 Ol n m O N CI Y1 t0 n m O� N' Cl O E L ^ ^^ � — N N N N N N N N N N c7 c7 n n A c� F >:•lwcN!!•>.:::: a>r:-.,�;.,;;:, �;;...,!! M1, ;:::,.:!c:!;;;:;;?"> �!!::::e:'x' � :?;i?y': t Ui3�.............:...:.......:d.:ti»::::,.:..A.x..�Y..Y.:..\tii.. O N O O O n N^ _ G O Lo ❑ a` U ui a i 3 W¢ � � G J tD y ❑ T O� J C LL y 0 0 0 0 N 0 0 . 0 0 0 0 0 L) J O O O 0 0 0 0 6 0 0 O O O ❑ m O Q> C N E a .- N N N N N N N N N N c7 t7 c7 t7 t'I t7 E E E E 7 ^ n n Ci v r% yn ° 5 $ 9 m ❑ m > 2 > a n N a T U ` LU ¢ U Q J ❑ O m Of N E = � J ❑ ,0 m N C W ccl N V^ N n N N Cl N LL m " n � C r • a•: w:c�?,.!!!!.�;:a.o a!!a::z:a!!!!!•�:xr:ax:;.�..,;;;.«.r.!!••..�a.:>„.,... �..!ao..>:o>:c:a!!!!•:� :%!ccv...:....::..:.. ,...a:..<..!.> cc: Permits.-and.Engineerinq' Technical Support Branch County Health Dept. Central Files WSRO SOC PRIORITY PROJECT: Yes If Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: ar c b Date: September 23, 1996 NPDES STAFF REPORT AND RECOMMENDATION County Stokes Permit No. NCO024406 PART I - GENERAL INFORMATION 1. Facility and Address: Duke Power Company Belews Creek Steam Station Walnut Cove, N.C. 27052 2. Date of Investigation: 960917 No X 3. Report Prepared by: David Russell, WSRO 4. Persons Contacted and Telephone Number: Ron Lewis, Duke Power Company; Larry.Fincher, Duke Power - Belews Creek (910) 427-0274 5. Directions to Site: Travel Hwy 311 from Winston-Salem to Walnut Cove. At intersection of Hwy 311 and Hwy 65, take Hwy 65 East. Turn left on SR 1908, continue on SR 1908 to facility entrance on the right. 6. Discharge Points(s), List for all discharge points: Discharge 001 - Latitude: 360 16' 48" Longitude: 800 03' 53" Discharge 003 - Latitude: 360 181 17" Longitude: 800 04' 53" Discharge 006 - Latitude: 360 17' 05" Longitude: 800 04' 18" U.S.G.S. Quad No. B18SE U.S.G.S. Quad Name Belews Lake 7. Site size and expansion area consistent with application? X Yes No If No, explain: 8. Topography.(relationship to flood plain included): The entire area is above the flood plain. 9. Location of nearest dwelling: None within 10001. 10. Receiving stream or affec�ed.surface waters: Dan River (003 and 006); Belews Lake (003) a. Classification Dan River - WS IV, Belews Lake - WS IV b. River Basin and Subbasin No.: 030201 C. Describe receiving stream features and pertinent downstream uses: Dan River is a water source for Madison, Eden and Danville VA. Belews Lake is a cooling water lake for Duke Power, but it is used for contact and non -contact recreation. Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: No limit MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? No limits for permitted discharges C. Actual treatment capacity of the current facility (current design capacity)? NA d. Dates) and construction activities allowed by previous Authorizations to Construct issued in the previous two years. NA e. Please provide a description of existing or substantially constructed wastewater treatment facilities; 001 = once through cooling water -.no treatment; 003 - ash basin; 006 - metal washing discharge is into ash basin. f. Please provide a description of proposed wastewater treatment facilities. NA- 9- Possible toxic impacts to surface waters: Selenium has been a concern in the past at this site. h. Pretreatment Program (POTWs only): in development approved should be required not needed 2. Residuals handling and utilization/disposal scheme: a. If residuals are being land applied, please specify DEM Permit No. Residuals Contractor NPDES Permit Staff Report Version 10/92 Page 2 b. Telephone No. Residuals stabilization: Other PSRP PFRP C. Landfill: Fly ash is landfilled on Duke Power Property adjacent to the ash basin; fly ash is.hauled off site for reuse. d. Other disposal/utilization scheme (Specify): 3. Treatment plant classification (attach completed rating sheet). 4. SIC Code(s) : 1 �q�\ Primary 14 Secondary 69 68 Main Treatment Unit Code: 0 0 0 - 2 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? 2. Special monitoring or limitations (including toxicity) requests: Recommend all effluent samples for 003 be taken at the effluent parshall flume. 3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) Date Submission of Plans and Specifications _ Begin Construction Complete Construction 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. NA Spray Irrigation: Connection to Regional Sewer System: Subsurface: Other disposal options: 5. Other Special Items: NPDES Permit Staff Report Version 10/92 Page 3 PART IV - EVALUATION AND RECOMMENDATIONS This facility has three discharges. (1) 001 - once through cooling water, non contact water - 1124 mgd (2) 003 - Ash settling pond (also includes coal pile runoff, yard stwr4 water) - 7.4 mgd (3) 006 - metal cleaning waste (discharges into ash basin) - 12 mg/yr Recommend continued thermal monitoring for 001; recommend monitoring of all effluent parameters for 003 at the effluent parshall flume. Recommend the permit be renewed. / 24-3 Signature of report preparer Water Quality Regional Supervisor Date NPDES Permit Staff Report Version 10/92 Page 4 Division of Water Quality Biological Assessment Group October 23, 1996 To: Mary L. Cabe Through: Ken Eagleso Jimmie Overton From: Trish Finn MacPherson Subject: Review of Belews Creek Steam Station request for reduction in sampling In a report titled "Assessment of balanced and indigenous populations in Belews Lake" , August 1996, Duke Power Company asks for several changes in water chemistry, sediment, fish and fish tissue sampling as noted below: 1. Water samples reduced from profile sampling to just top and bottom. 2. Sediment sampling would eliminate five sites, leaving 3 main lake sites. 3. Fish community would be monitored annually in spring by shoreline electrofishing-this appears to be a change that has already been initiated, since cove rotenone sampling was not done in 1995. 4. Fish tissue sampling for selenium would be reduced to only common carp, redear sunfish and crappie annually in spring at four downlake stations. This is a reduction from nine fish species before. My staff have reviewed the above changes and have no problems with the reductions in water, sediment and fish tissue sampling. The elimination of cove rotenone sampling may result in the loss of some important fisheries information. My staff feel that the cove rotenone sampling provides a more complete assessment of the fish community, since, in theory, all the fish in the cove are killed and collected. Shoreline electrofishing may not provide comparable data. We would be interested to know if Duke Power has done comparison sampling to show that shoreline electrofishing alone is providing comparable data. Your memo did not ask for our evaluation of whether the report does in fact show that there is a balanced and indigenous population in Belews Lake. Please let me know if you would like that evaluation done. What would be the consequences if our evaluation differs from the report and we feel that the fish community is not balanced and indigenous? DEHNR/D W Q FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NC000 ','j*,VA` Applicant/Facility Name: Applicant Address: Facility Address: Permitted Flow Type of Waste: Facility/Permit Status: County: Regional Office: USGS Topo Quad: Stream Characteristics: Receiving Stream Stream Classification Subbasin Dan River (003) Drainage Area (mi2): Summer 7Q10 (cfs) Winter 7Q10 (cfs): Average Flow (cfs): IWC (%): Duke Power Co - Belews Ck Steam Electric Plant NCSR 1908, Walnut Cove NC 27052 Pine Hall Road, Walnut Cove NC 27052 No Limit Domestic - 0% Industrial - 100% Renewal Stokes Winston-Salem B 18SE CDa'n_Ri_v_er / Belews Lake �VYS.IV (Q03) /.0 (001);1 .03-02-01. 501 80 160 576 19 Description of Wastewater Treatment Facilities The facility discharges non -contact condenser cooling water and stormwater to outfall 001 (average flow = 1124 MGD), coal pile runoff, chemical holding pond treated effluent, water from ash sluice lines, and stormwater So outfall 003 (average flow = 7.4 MGD), and a periodic discharge of metal cleaning waste and low volume waste to outfall 006, which is an internal discharge to 003 (average flow = 0.003 MGD). Basis for Proposed Effluent Limits Limits are based on Federal effluent guidelines for the steam electric power generating point source category (40 CFR Part 423, July 1, 1993) and best practicable control technology currently available. Temperature, Oil and Grease, TSS, Iron and Copper are based on 40 CFR 423. Arsenic, Fluoride, and Selenium are based on North Carolina Water Quality regulations 15A NCAC 2B .0211(b)(3)(L). Monitoring frequencies are based on Federal effluent guidelines for the steam electric power generating point source category (40 CFR Part 423, July 1, 1993) and best practicable control technology currently available (BPT) 423.12, and 15 NCAC 2B .0500. Page 1 of 3 Outfall 001 (Belews Lake) Duke Power Company requested that upstream monitoring be removed from permit. This was not granted, but two upstream monitoring locations are not necessary since they generally portray the same data. It is requested that site 419 be retained as the upstream monitoring location, but given the difficulties with this site (including vandalism of the equipment), site 405 is sufficient if it has a better safety history. The upstream temperature limit was removed and a downstream monthly average limit of 32°C(89.6°F) was added. The Annual Report submitted by Duke Power Company had other requests including: • Deletion of sites: 423.31, 423.32, and 423.33 and 419.31, and 419.32. • Water samples reduced from profile (0.3, 5, 10, 20 and 30 m (or bottom depth)) to just surface and bottom samples. In-situ data will continue to be collected at 1 in intervals. These requests have been granted. Per 15A NCAC 2B .0500 regs, cooling water shall be monitored continuously at the effluent for flow and temperature. Instream monitoring data were examined from October 1995 through September 1996. No temperature readings were above 89.6°C during any discharge. Instream monitoring for temperature will continue per the outfall 001 effluent limitations and the Dan River Monitoring Plan including the above changes. Outfall 003 (Dan River) The flow estimate has changed due to an updated flow profile of the Roanoke River basin by USGS and suspect flow estimates from 1987. This will effect the toxicity test effluent percentage. The test will be performed at 19% effluent concentration instead of 33% as was required in the last permit. Compliance is determined using an EPA approved test. All other requirements are the same except for the following: The barium monitoring requirement was removed based on the maximum predicted concentration being 0.112 mg/1 and the allowable concentration being 5.4 mg/l, the removal of the Pollutant Analysis Condition (APAM) requirement, and concentration limits were changed to mass limits for oil & grease and total suspended solids. Outfall 005 (Belews Lake) Pipe 005 has ceased discharge and has been sealed off. The effluent monitoring page has been removed from the permit. Special Conditions The following changes were made to the Special Conditions: Added outfall 006 internal discharge condition. Updated toxicity test language for outfall 003. Removed the APAM test requirement language. Added boiler cleaning procedures and BMP's. Removed the biocide condition. Removed the acute toxicity test language for abandoned outfall 005. Page 2 of 3 Note: instream monitoring requirements are not stipulated in this permit, but have been coordinated through other agreements (including The Dan River Monitoring Plan). This area of the Dan River is ideal for the formation of an association of dischargers to perform instream monitoring. It has been suggested that Duke Power take the lead for this coordinated monitoring as they are already familiar with the Dan River and have a history of very good instream monitoring compliance. This permit will expire 01/31/02 Proposed Schedule for Permit Issuance Draft Permit to Public Notice: 12/04/96 Permit Scheduled to Issue: 01/20/97 State Contact If you have any questions on any of the above information or on the attached permit, please contact Mary Cabe at (919) 733-5038, ext. 518. Copies of the following are attached to provide further information on permit development: 1. Existing permit's effluent sheets, and 2. Proposed draft permit. Special Schedule Requirements and additional comments from Reviewers: Recommended by: Date: Reviewed by Regional Supervisor: Date: Permits & Engineering: Date: RETURN TO TECHNICAL SERVICES BY Page 3 of 3