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HomeMy WebLinkAboutNC0086762_Permit (Issuance)_20090226NPDES DOCUHENT SCANNING COVER SHEET NPDES Permit: NC0086762 P. W. Swann WTP Document Type: C Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Staff Report Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Permit History Document Date: February 26, 2009 This document is priated on reuse paper -ignore any coateat oa the reYerse side ATA NCDENR North Carolina Department of Environment and Natural Resources • Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary David K. Saunders City of Winston-Salem / Forsyth County Utilities P. O. Box 2511 Winston-Salem, North Carolina 25111 February 26, 2009 Subject: Issuance of NPDES Permit NC0086762 Northwest WTP Forsyth County Dear Mr. Saunders: 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). Division of Water Quality response to Jan 9, 2009 comments to draft permit; 1. Your request to change the Monthly Average Flow to 35.0 MGD has been approved. 2. Attached to your draft permit was the "NPDES permitting strategies for potable water treatment plants methodology with a detailed explanation of the reasoning for the additional sampling requirements which were implemented during this permit renewal cycle. For further clarification please contact me at 919-807-6387. 3. Sampling data provided by you was for finished water and not Effluent Discharge. Your request to change the Fluoride sampling to Quarterly is denied. (see # 9) 4. Your request to change the monitoring frequency for Iron to Quarterly has been approved. 5. Footnote #4 has been added which requires quarterly monitoring for ammonia nitrogen ONLY if your facility uses chloramination. 6. Sampling data provided by you was for raw water and not Effluent Discharge. Your request to delete the total nitrogen sampling is denied. (see # 9) 7. Sampling data provided by you was for raw water and not Effluent Discharge. Your request to reduce the copper sampling is denied. (see # 9) 8. Sampling data provided by you was for finished water and not Effluent Discharge. Your request to reduce the total phosphorus sampling is denied. (see # 9) 9. Any facility can request that the Division reduce or eliminate monitoring requirements contained in NPDES permit. Facilities must submit at least 12 or more sampling results for effluent parameters to be considered for reduction or elimination. The Division will review these sampling results and make a determination concurrent with the request. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63871 FAX: 919-807-6495 \ Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org An Equal Opportunity\ Affirmative Action Employer Nose Carolina �tura!!t� 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 150E 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 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 Bob Guerra at telephone number (919) 807-6387. Sincerely, L7) oleen H. Sullins Enclosure: NPDES Permit NC0086762 cc: Mooresville Regional Office / Surface Water Protection NPDES Unit Central Files Aquatic Toxicology Section 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-6387 \ FAX: 919-807-6495 \ Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org An Equal Opportunity 1 Affirmative Action Employer Nne orthCarolina Naturally Permit NC0086762 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, the Winston-Salem Forsyth Utilities is hereby authorized to discharge wastewater from a facility located at the Northwest Water Treatment Plant (WTP) 2800 River Ridge Road Pfafftown Forsyth County to receiving waters designated as an unnamed tributary to Bashavia Creek in the Yadkin -Pee Dee 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 April 1, 2009. This permit and authorization to discharge shall expire at midnight on January 31, 2014. Signed this day February 26, 2009. oleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC0086762 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit 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. Winston-Salem / Forsyth Utilities is hereby authorized to: 1. Continue to operate an existing Conventional water treatment system with a discharge of filter backwash at 35.0 MGD utilizing the following components/processes: o One (1) 50 MG Raw water basin #1 o One 100 MG Raw water basin #2 o Two treatment trains with capacities of 12.5 MG each o Flash Mix o Flocculation o Sedimentation basins o Disinfection o Six (6) Filters o Disinfection o One (1) 0.489 MG Equalization basin o Two (2) 5.0 MG Clearwells o Chemical usage consists of o Potassium Permanganate o Aluminum Sulfate o Sodium Bisulfite o Flourosilicic Acid o Sodium Hypochlorite o Zinc Orthophosphate and o Sodium Hydroxide 2. This facility is located at the Northwest WTP at 2800 River Ridge Road, Pfafftown in Forsyth County. 3. Discharge of filter backwash from said treatment works at the location specified on the attached map into an unnamed tributary to Bashavia Creek, classified C waters in the Yadkin -Pee Dee River Basin. City of Winston-Salem Northwest WTP Latitude: 36° 08' 45" N State Grid: Vienna Longitude: 80° 25' 10" W Permitted Flow: 25.0 MGD Receiving Stream: UT to Bashavia Creek Stream Class: C Drainage Basin: Yadkin -Pee Dee River Basin Sub -Basin: 03-07-02 North NPDES Permit No. NC0086762 Forsyth County Permit NC0086762 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge filter backwash from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: LIMITS MONITORING REQUIREMENTS EFFLUENT CHARACTERISTICS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Sample Location Type Flow 35.0 MGD Continuous Recording Effluent TSS 30 mg/L - 45 mg/L Weekly Grab Effluent pH 6.0 - 9.0 s.u. Weekly Grab Effluent , Total Residual Chlorine1.2 17 Ag/L Weekly Grab Effluent Aluminum3 Quarterly Grab Effluent Calcium3 Quarterly Grab Effluent Magnesium3 Quarterly Grab Effluent Manganese3 Quarterly Grab Effluent Fluoride 2/Month Grab Effluent Total Zinc 2/Month Grab Effluent Ammonia Nitrogen4 2/Month Grab Effluent Total Copper 2/Month Grab Effluent Total Iron Quarterly Grab Effluent Total Phosphorus (TP) Monthly Grab Effluent Total Nitrogen (TN) Monthly Grab Effluent Whole Effluent Toxicity Monitoring5 Quarterly Grab Effluent Notes: 1. Limit and monitor only if the facility adds chlorine to water that is eventually discharged. 2. The Division shall consider all effluent TRC values reported below 50 ug/I 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 ug/I. 3. Parameters should be monitored in conjunction with toxicity test. 4. Facilities using Chloramination are required to monitor ammonia nitrogen on a quarterly basis. 5. See Attachment A (3.). All samples collected should be from a representative discharge event. There shall be no discharge of floating solids or visible foam in other than trace amounts. Permit NC0086762 A. (2.) TOTAL RESIDUAL CHLORINE (TRC) REOPENER This permit may be reopened for revision of the TRC limit if the Permittee completes one of the following actions. a) This permit may be reopened if the existing dry ditch between the outfall and Bashavia Creek is designated as an effluent channel (per 15A NCAC 02B.0228). To receive this designation, the Permittee must submit documentation to the Division that shows the dry ditch: > Is contained entirely on property owned (or otherwise controlled) by the Permittee. > Does not -contain natural waters except when such waters occur in direct response to rainfall events by overland runoff. > Is constructed or modified as to minimize the migration of fish into said channel. b) This permit may be reopened if the Permittee constructs an effluent pipe from the existing outfall to Bashavia Creek. This action would require an Authorization to Construct permit from the Division. Any request to modify the permit must include complete documentation of the actions listed in either a. or b. including a revised topographic map Permit NC0086762 A. (3.) CHRONIC TOXICITY MONITORING (QRTRLY) The permittee shall conduct quarterly chronic toxicity tests using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions. The effluent concentration defined as treatment two in the procedure document is 90%. The testing shall be performed as a Ceriodaphnia dubia 7day pass/fail test. 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, DWQ Form AT-1 (original) is to be sent to the following address: Attention: North Carolina Division of Water Quality 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 Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. If the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall be included in the calculation & reporting of the data submitted on the DMR & all AT Forms submitted. 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 themonth of the initial monitoring. NC0086762 Permit Modification Request Subject: NC0086762 Permit Modification Request From: "William Brewer" <BILLB@cityofws.org> Date: Wed, 21 Jan 2009 09:52:48 -0500 To: "Bob Guerra" <bob.guerra@NCmail.net> CC: "David Saunders" <DAVIDS@cityofws.org>, "Ron Hargrove" <RONH@cityofws.org>, "Sam Tuttle" <SAMT@cityofws.org>, "Rose Pruitt" <Rose.Pruitt@NCmail.net> Bob, As a follow-up to our phone conversation a couple of weeks ago I have attached a copy of our request to modify the draft permit for the Northwest WTP NPDES Permit#NC0086762. This letter contains the data and our justification for the request. A hard copy has been mailed. Please acknowledge receipt of this e-mail when convenient. Please feel free to call if you have any questions. Thanks, Bill Brewer Water Treatment Superintendent City of Winston-Salem 2800 River Ridge Road Pfafftown, NC 27040 (336) 945-1179 (336) 747-9224 - Fax (336) 399-5047 - Cell billb@cityofws.org BEGIN:VCARD VERSION:2.1 X-GWTYPE:USER FN:William Brewer TEL;WORK:336-945-1179 ORG:;Utilities EMAIL;WORK;PREF;NGW:BILLB@cityofws.org N:Brewer;William END:VCARD NCDENR-Northwest NPDES NC0086762 Permit Modification Request 010909.pdf Content -Type: application/pdf Content -Encoding: base64 William Brewer.vcf Content -Type: text/plain Content -Encoding: quoted -printable 1 of 1 1/22/2009 8:03 AM Winston-Salem a Forsyth County !County litilities Water • Sewer • Solid Waste Disposal Utilities Administration • P. 0. Box 2511 • Winston-Salem, NC 27102 • TcI 336.727.8418 • Fax 336.727.8432 January 9, 2009 Mr. Bob Guerra Water Quality Section NPDES Unit, Western Program 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Northwest WTP NPDES Permit # NC0086762 Dear Mr. Guerra, In response to your letter dated December 17, 2008 containing a draft permit for NPDES Permit #NC0086762 I would like to request the following modifications. With each request is a justification. Attached is data referenced. The attached finished water data represents water we use to backwash our filters and deliver to our customers and the raw water data is our raw water entering our water plant prior to any chemical treatment. 1. We request that 25.0 MGD be listed as a daily maximum as opposed to a monthly average. The Northwest Plant design is designed for 25.0 MGD and could feasibly be filtered to waste at the maximum flow. If for flow you require a monthly average we request 35.0 MGD. 2. We request that our monitoring frequency for fluoride be reduced to quarterly based on the attached data from our finished water. Fluoride is a very stable compound and as you can see from the data we averaged 0.91 and 0.94 mg/L for the 2007 and 2008 calendar years. 3. We request that the sampling frequency for iron be reduced to once per month based on the availability of historical data. 4. We request that ammonia nitrogen be eliminated from our sampling requirements. This facility does not disinfect by chloramination, therefore we feel sampling for this parameter is unnecessary. The attached data contains monthly sampling of our raw water. As you can see our raw water is not a source of ammonia. Because we use free chlorine for disinfection and do not add ammonia to our water there is no appreciable source of ammonia being introduced into the residuals system. 5. We request that total nitrogen sampling be eliminated from our sampling requirements. As you can see from our point of entry sampling data, our sampling indicates no detectable ammonia nitrogen or nitrite nitrogen. Our nitrate nitrogen has averaged 0.51 and 0.53 mg/L Page 1 of 2 for 2007 and 2008 and is reduced through our process from the average of the raw water brought into the plant. We do not feel the lagoons significantly impact these parameters. 6. We request that sampling for copper be reduced to once per quarter. As you can see from the raw water and point of entry data for the 2007 and 2008 calendar years, our raw water or treated water are not significant sources of copper. 7. We request based on the total phosphorus concentrations present in our finished water that this sampling requirement be reduced to quarterly. Thank you in advance for your consideration of these requests. Should you have questions regarding this matter or require additional information, I can be reached at (336) 747-7303 to answer your questions. Sincerel David K. Saun Director of Utilities Cc: Rose Pruitt, NCDENR-Division of Water Quality Ron Hargrove, Deputy Director of Utilities Bill Brewer, Water Treatment Superintendent Sam Tuttle, Northwest Water Plant NPDES, ORC Page 2 of 2 WINSTON-SALEM RAW RIVER WATER ANALYSES WATER PLANT LABORATORIES DATE: 2007 PLANT: NORTHWEST (Parameter (mg/L) Jan. I Feb. ( March ( April 1 May 1 June 1 July I Aug. 1 Sept. 1 Oct. ( Nov. I Dec. ) Avg. CATIONS (mg/L) Aluminum (Al) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Calcium as CaCO3 Calcium (Ca) 0.208 <0.001 <0.001 0.011 <0.001 <0.001 8.14 3.26 0.405 <0.001 <0.001 0.022 <0.001 <0.001 9.49 3.80 0.208 <0.001 <0.001 0.020 <0.001 <0.001 8.99 3.60 0.157 <0.001 <0.001 0.025 <0.001 <0.001 9.06 3.63 0.335 <0.001 <0.001 0.017 <0.001 <0.001 8.86 3.47 0.204 <0.001 <0.001 0.013 <0.001 <0.001 8.84 3.54 0.207 <0.001 <0.001 0.017 <0.001 <0.001 8.56 3.43 0.365 <0.001 <0.001 0.021 <0.001 <0.001 9.41 3.77 0.221 <0.001 <0.001 0.016 <0.001 <0.001 8.66 3.47 0.186 <0.001 <0.001 0.010 <0.001 <0.001 9.61 3.85 0.053 <0.001 <0.001 0.013 <0.001 <0.001 9.61 3.85 0.107 <0.001 <0.001 0.013 <0.001 <0.001 10.09 4.04 0.221 <0.001 <0.001 0.017 <0.001 <0,001 9.10 3.64 Chromium (Cr) <0.001 0.001 0.002 <0.001 0.001 <0.001 <0.001 <0.001 0.001 0.001 <0.001 0.002 0.001 Copper (Cu) <0.001 0.001 0.002 0.001 0.001 0.001 0.002 0,004 0.002 0.002 0.002 0.002 0.002 Iron (Fe) 0.325 0.489 0,355 0,340 0.717 0.357 0.429 1.006 0.416 0,419 0.306 0.313 0.456 Lead (Pb) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 <0.001 <0.001 <0.001 <0.001 0.001 Magnesium as CaCO3 5.77 6.42 6.18 6.51 6.47 6.67 6.26 6.92 5.77 6.75 6.42 6.92 6.42 Magnesium (Mg) 1.400 1.56 1.50 1.58 1.57 1.62 1.52 1.68 1.400 1.64 1.56 1.68 1.56 Manganese (Mn) 0.019 0.022 0.025 0.033 0.089 0.041 0.029 0.174 0.033 0.029 0.014 0.019 0.044 Mercury (Hg) Molybdenum (Mo) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.003 <0.001 Nickel (Ni) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Potassium (K) 1.31 1.65 1.56 1.74 1.65 2.07 2.30 2.81 2.470 2.75 2.12 2.40 2.07 Selenium (Se) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Silica 12.80 13.00 14.35 13.09 '18.76 16.20 16.91 20,56 19.23 12.91 '16.50 10.87 15.43 Silicon (Si) 5.98 6.07 6.71 6.12 8.77 7.57 7.90 9.61 8.99 6.03 7.71 5.08 7.21 Silver (Ag) <0,001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Sodium (Na) 4.50 7.17 2.71 4.70 5.00 5.40 6.61 5.70 7.67 5.39 4.18 5.39 5.37 Thallium (TI) <0.001 <0,001 <0.001 <0.001 <0.001 <0.001 <0.001 <0,001 <0.001 <0.001 <0.001 <0.001 <0.001 Zinc (Zn) <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.009 <0.005 <0.005 <0.005 <0.005 0.009 'Parameter (mg/L)' CATIONS (mg/L) Aluminum (AI) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Calcium as CaCO3 Calcium (Ca) Chromium (Cr) Copper (Cu) Iron (Fe) Lead (Pb) Magnesium as CaCO3 Magnesium (Mg) Manganese (Mn) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Potassium (K) Selenium (Se) Silica Silicon (Si) Silver (Ag) Sodium (Na) Thallium (TI) Zinc (Zn) ANIONS mg/L ANIONS mgfL Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) 17 17 17 17 16 16 17 17 18 18 17 17 17 17 17 17 18 18 20 20 20 20 22 22 18 18 Chloride 5.42 7.51 <5.00 <5.00 <5.00 <5.00 6.61 5.29 10.15 5.58 <5.00 <5.00 6.76 Fluoride <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.05 <0.05 <0.05 <0.05 0.05 Nitrate 4.36 3.12 2.11 2.35 2.53 2.75 2.68 2.78 3.16 2.20 3.04 1.76 2.74 Nitrate as N 0.98 0.70 0.48 0.53 0.57 0.62 0.60 0.63 0.71 0.50 0.69 0.40 0.62 Nitrite 0.010 0.010 0.007 0.015 0.024 0.016 0.019 0.027 0.021 0.010 0.011 0.008 0.0148 Nitrite as N 0.003 0,003 0.002 0.005 0.007 0.005 0.006 0.008 0.006 0.003 0.003 0.002 <0.001 Ammonia <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 Phosphorus as ortho <0.02 0.03 <0.02 <0.02 0.02 0.02 0.06 0.06 0.03 0.05 0.05 0.02 0.0355 Phosphate as o-PO4 <0.05 0.09 <0.05 <0.05 0.05 0.05 0.18 0.17 0.10 0.15 0.14 0.05 0.109 Sulfate <5.00 <5.00 <5.00 <5.00 <5.00 <5.00 <5.00 <5.00 5.31 <5.00 <5.0D <5.00 5.31 Total Phosphorus 0.10 0.11 0.07 0.09 0.13 0.32 0.11 0.21 0.10 0.11 0.10 0.12 0.13 Total Phosphate 0.31 0.34 0.21 0.28 0.40 0.98 0.34 0.64 0.31 0.34 0.31 0.37 0.40 Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) Chloride Fluoride Nitrate Nitrate as N Nitrite Nitrite as N Ammonia Phosphate as P Phosphate as o-PO4 Sulfate Total Phosphorus Total Phosphate PHYSICAL (mg/L unless otherwise stated) PHYSICAL (mg/L unless otherwise stated) Carbon dioxide 4 3 3 3 3 4 5 5 5 5 5 5 4 Conductivity umho/cm 70.4 78.7 60.7 64.6 64.6 66.1 78.6 73.7 101.3 79.4 76.8 77.0 74.3 pH Units 7.03 7.13 7.08 7.12 7.00 7.05 7.08 7.08 6.82 6.90 6.84 6.88 7.00 Residual Chlorine 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Temperature C 9.7 6.8 11.6 11.6 22.3 27.0 28.0 28.8 27.0 23.0 15.5 10.8 18.5 Total Hardness 12 13 11 11 11 11 10 10 11 13 16 17 12 Turbidity NTU 6.62 4.68 4.58 4.41 1.93 2.00 2.26 2.26 2.62 2.68 3.25 2.06 3.28 Note: <=loss than; >=greater than; mgfL= milligrams/Liter ND : NOT DONE Carbon dioxide Conductivity umhofcm pH Units Residual Chlorine Temperature C Total Hardness Total Solids Turbidity NTU WINSTON-SALEM FINISH,F,D WATER ANALYSES WATER PLANT LABORATORIES DATE: 2007 PLANT: NORTHWEST !Parameter (mg/L) I Jan. I Feb. I Mardi I April I May I June I July I Aug. I Sept. I Oct. I Nov. I Dec. I Avg. CATIONS (mg!L) Aluminum (AI) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) 0.008 <0.001 <0,001 0.010 <0.001 <0.001 0.010 <0.001 <0.001 0.016 <0.001 <0.001 0.018 <0.001 <0.001 0.014 <0.001 <0.001 0.017 <0.001 <0.001 0.016 <0.001 <0.001 0.026 <0.001 <0.001 ' 0.012 <0.001 <0.001 0.016 <0.001 <0.001 0.012 <0.001 <0.001 0.013 <0.001 <0.001 0.011 <0.001 <0.001 0.012 <0.001 <0,001 0.014 <0.001 <0.001 0.031 <0.001 <0.001 0.015 <0.001 <0.001 0.010 <0.001 <0.001 0.011 <0.001 <0.001 0.011 <0.001 <0.001 0.013 <0.001 <0.001 0.012 <0.001 <0.001 0.013 <0.001 <0.001 0.015 <0.001 <0.001 0.013 <0.001 <0.001 Calcium as CaCO3 9.54 7.74 8.22 8.34 7.97 7.19 7.37 7.02 6.44 7.12 8.56 8.14 7.80 Calcium (Ca) 3.82 3.10 3.29 3.34 3.19 2.88 2.95 2.81 2.58 2.85 3.43 3.26 3.13 Chromium (Cr) <0.001 0.001 0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Copper (Cu) 0.002 0.003 0.003 0.003 0.003 0.003 0.002 0.005 0.005 0.002 0.003 0.002 0.003 Iron (Fe) <0.010 <0.010 <0.010 <0.010 <0.01D <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 Lead (Pb) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Magnesium as CaCO3 7.00 4.98 5.31 5.35 5.39 5.44 5.85 5.89 5.44 5.93 6.47 5.97 5.75 Magnesium (Mg) 1.70 1.21 1.29 1.30 1.31 1.32 1.42 1.43 1.32 1.44 1.57 1.45 1.40 Manganese (Mn) 0.001 0.001 <0.001 <0.001 <0.001 0.001 0.004 0.009 0.002 <0.001 0.001 0.002 0.003 Mercury (Hg) <0.0004 <0.0004 Molybdenum (Mo) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Nickel (Ni) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 <0.001 0.001 <0.001 <0.001 <0.001 Potassium (K) 1.73 1.32 1.48 1.48 1.53 1.87 2.13 2.61 2.68 2.52 2.61 2.01 2.00 Selenium (Se) <0.001 <O.0n1 <0.001 <0.on1 <0.n01 <0.001 <0.001 <0,001 <o.no1 <0.001 <0.on1 <0.001 <0.001 Silica 11.20 12.10 11.93 9.04 10.37 7.67 10.54 10.11 10.18 10.65 12.14 11.20 10.59 Silicon (Si) 5.23 5.65 5.57 4.22 4.85 3.58 4,93 4.72 4.76 4.98 5.67 5.23 4.95 Sliver (Ag) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0D1 <0.001 <0.001 <0.001 Sodium (Na) 11.50 7.83 9.72 8.97 9.88 11.80 13.45 12.68 12.19 11.32 11.25 10.30 10.91 Thallium (TI) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0D1 <0.001 <0,001 <0.001 Zinc (Zn) 0.205 0.252 0.258 0.288 0.251 0.207 0.205 0.287 _ 0.314 0.268 0.322 0.257 0.260 ANIONS mglL Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) 18 18 17 17 16 16 18 18 18 18 17 17 18 18 19 19 20 20 22 22 22 22 24 24 19 19 Chloride 6.91 6.99 6.93 7.11 7.11 9.17 9.42 9.64 9.87 8.79 7.44 7.45 8.07 Fluoride 0.79 0.80 0.89 0.84 0.92 1.00 1.05 0.94 1.00 0.87 0.96 0.89 0.91 Nitrate 3.45 3.41 2.15 1.37 1.93 2.17 1.47 1.47 2.61 2.15 2.81 2.10 2.26 Nitrate as N 0.78 0.77 0.49 0.31 0.44 0.49 0.33 0.33 0.59 0,49 0.63 0.47 0.51 Nitrite <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Nitrite as N <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Phosphorus as ortho 0.30 0.32 0.33 0,33 0.26 0.22 0.26 0.23 0.29 0.27 0.32 0.33 0.29 Phosphate as o-PO4 0.92 0.98 1.02 1.00 0.81 0.69 0.80 0.72 0.88 0.83 0.99 1.01 0.887 Sulfate 9.83 9.04 10.06 11.28 11.01 14.06 13.24 15.09 15.31 14.42 14.05 12.55 12.49 Total Phosphorus 0.55 0.57 0.40 0.40 0.38 0.35 0.35 0.34 0.28 0.35 0.37 0.37 0.39 Total Phosphate 1.69 1.73 1.23 1.23 1.17 1.07 1.07 1.04 0.86 1.07 1.14 1.14 1.20 (Parameter (mg/L) I CATIONS (mg/L) Aluminum (Al) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Calcium as CaCO3 Calcium (Ca) Chromium (Cr) Copper (Cu) Iron (Fe) Lead (Pb) Magnesium as CaCO3 Magnesium (Mg) Manganese (Mn) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Potassium (K) Selenium (Se) Silica Silicon (Si) Silver (Ag) Sodium (Na) Thallium (TI) Zinc (Zn) ANIONS mglL Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) Chloride Fluoride Nitrate Nitrate as N Nitrite Nitrite as N Phosphate as P Phosphate as o•PO4 Sulfate Total Phosphorus Total Phosphate PHYSICAL (mglL unless otherwise stated) PHYSICAL (mglL unless otherwise stated) Carbon dioxide 3 3 3 3 4 4 4 4 4 4 2 4 3 Conductivity umho/cm 92.2 91.0 89.3 89.2 95.9 106.9 113.8 117.6 123.1 115.6 112.7 110.3 104.8 pH Units 7.37 7.38 7.29 7.33 7.31 7.50 7.62 7.62 7.47 7.53 7.52 7.52 7.46 Residual Chlorine 1.31 1.27 1.25 1.25 1.26 1.51 1.55 1.55 1.49 1.56 1.36 1.26 1.39 Temperature C 9.7 6.8 11.6 11.6 22.3 27.0 28.0 28.9 27.0 23.0 15.5 10.8 18.5 Total Hardness 12 13 12 12 11 11 11 11 11 14 17 17 13 Total Dissolved Solids 52.0 48.0 60.0 61.0 40,0 64.0 72.0 81.0 64.0 76.0 48.0 83.0 62.4 Turbidity NTU 0.080 0.060 0.080 0.070 0.060 0.070 0.060 0.080 0.070 0.060 0.050 0.050 0.066 Note: <=less than: >=g eater than: mglL= milligrams/Liter ND NOT DONE Carbon dioxide Conductivity umho/cm pH Units Residual Chlorine Temperature C Total Hardness Total Solids Turbidity NTU wiS1060ATTI ( �N�E�,KWATEk ANALYsIs WATER PL LA�t]RATORIES DATE: 2008 PLANT: NORTHWEST Parameter mg L Jan. Feb. March Apn May June Ju y Aug. Sept. Oct. Nov. Dec. Avg. CATIONS (mgiL) Aluminum (Al) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Calcium as CaCO3 Calcium (Ca) 0.076 <0.001 <0.001 0.015 <0.001 <0.001 9.29 3.72 0.065 <0.001 <0.001 0.006 <0.001 <0.001 9,09 3.64 0.315 <0.001 <0.001 0.023 <0.001 <0.001 11.54 4.62 2.564 <0.001 <0.001 0.040 <0.001 <0.001 15.43 6.18 0.179 <0.001 <0.001 0.018 <0.001 <0.001 11.26 4.51 0.241 <0.001 <0.001 0.017 <0.001 <0.001 9.81 3.93 0.437 <0.001 <0.001 0.021 <0.001 <0.001 11.91 4.77 0.772 <0.001 <0.001 0.058 <0.001 <0.001 8.59 3.44 0.811 <0.001 <0.001 0.019 <0.001 <0.001 8.74 3.50 0.188 <0.001 <0.001 0.013 <0.001 <0.001 9.61 3.85 0.141 <0.001 <0.001 0.011 <0.001 <0.001 9.11 3.65 0.089 <0.001 <0.001 0.010 <0.001 <0.001 9.84 3.9 0.490 <0.001 <0.001 0.021 <0.001 <0.001 10.35 4.15 Chromium (Cr) 0.001 <0.001 0.001 0.01 0.001 0.001 0.001 0.001 <0.001 <0.001 <0.001 <0.001 0.002 Copper (Cu) <0.001 <0.001 0.002 0.010 0.006 0.001 0.002 0.003 0.003 0.002 0.001 <0.001 0.003 Iron (Fe) 0.291 0.083 0.719 3.770 0.543 0.600 0.696 0.953 0.733 0.3502 0.1970 0.2560 0.77 Lead (Pb) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 <0.001 0.001 <0.001 <0.001 <0.001 Magnesium as CaCO3 6.26 8.26 8.61 13.05 8.28 7.78 8.11 15.85 6.30 6,88 7.08 6.26 8.39 Magnesium (Mg) 1.52 1.520 2.090 3.17 2.01 1.89 1.97 3.85 1.530 1.67 1.72 1.52 2.04 Manganese (Mn) 0.010 0.007 0.046 0.193 0.051 0.054 0.057 0.080 0.044 0.0250 0.0170 0.0080 0.049 Mercury (Hg) Molybdenum (Mo) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Nickel (Ni) <0.001 <0.001 <0.001 0.004 0.001 <0.001 <0.001 0.002 <0.001 0.001 <0.001 <0.001 0.002 Potassium (K) 1.86 1.63 2.880 5.47 2.87 2.98 2.97 3.43 2.48 2.59 2.260 1.78 2.77 Selenium (Se) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Silica 11.90 14.37 16.86 19.15 19.50 17.11 17.27 11.21 19.08 15.79 12.73 15.91 Silicon (Si) 5.56 6.71 7.88 8.95 9.11 8.00 8.07 5.24 8.92 7.38 5.95 0.00 6.81 Silver (Ag) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Sodium (Na) 4.37 4.43 5.65 6.32 5.79 6.67 5.84 8.62 4.46 5.38 4.67 4.55 5,56 Thallium (11) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0,001 <0.001 <0.001 Zinc (Zn) <0.005 <0.005 <0.005 0.011 0.006 0.005 0.006 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 !Parameter (mg/L)j CATIONS (mgiL) Aluminum (Al) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Calcium as CaCO3 Calcium (Ca) Chromium (Cr) Copper (Cu) Iron (Fe) Lead (Pb) Magnesium as CaCO3 Magnesium (Mg) Manganese (Mn) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Potassium (K) Selenium (Se) Silica Silicon (Si) Silver (Ag) Sodium (Na) Thallium (TI) Zinc (Zn) ANIONS mgiL ANIONS mg/L Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) 20 20 20 20 20 20 19 19 18 18 20 20 19 19 25 25 19 19 21 21 22 22 0 20 19 Chloride <5.00 <5.00 <5.00 <5.00 <5.00 <5.00 15.46 5.59 <5.00 <5.00 <5.00 10.52 Fluoride <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 Nitrate 2.00 1.93 2.26 2.49 1.61 3.25 3.17 2.40 3.190 1.78 0.85 2.27 Nitrate as N 0.45 0.44 0.51 0.56 0.36 0.73 0.72 0,54 0.72 0.40 0.19 0.00 0.53 Nitrite 0.006 0.010 0.021 0.002 0.016 0.057 0.027 0.016 0.013 0.004 0.006 0.0162 Nitrite as N 0.002 0.003 0.006 0.001 0.005 0.017 0.008 0.005 0.004 0.001 0.002 0.000 0.0045 Ammonia <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 Phosphorus as ortho 0.08 <0.02 0.05 0.02 <0.02 0.05 0.02 0.06 0.07 0.05 0.04 0.00 0.0433 Phosphate as o-PO4 0.26 <0.05 0.15 0.06 <0.05 0.14 0.05 0.20 0.21 0.15 0.11 0.087 Sulfate <5.00 <5.00 <5.00 5.14 <5.00 <5.00 <5.00 5.23 <5.00 <5.00 <5.00 5.19 Total Phosphorus 0.17 0.18 0.16 0.09 0.07 0.16 0.17 0.20 0.31 0.11 0.18 0.16 Total Phosphate 0.52 0.55 0.50 0.28 0.21 0.50 0.53 0.61 0.95 0.34 0.55 0.00 0.46 PHYSICAL mgiL unless otherwise stated) Carbon dioxide 4 4 4 5 5 6 7 8 7 6 4 5 Conductivity untholcm 67.2 69.0 64.0 58.1 66.3 79.9 81.3 93.1 68.5 71.9 72.0 71.9 pH Units 6.82 6.96 8.94 6.80 8.71 6.67 6.80 6.70 6.70 6.90 6.90 6.81 Residual Chlorine Temperature C 8.3 9.5 12.8 16.9 21.5 27.9 29.1 29.0 26.2 20.6 13.8 19.6 Total Hardness 16 17 14 12 12 12 12 13 12 13 13 13 Turbidity NTU 6.4 5.9 6.4 4.0 5.8 3.19 4.07 3.9 4.7 4.0 2.2 4.60 Note: <=less than: >=greater than; mg/L= milligrams/Liter ND NOT DONE Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) Chloride Fluoride Nitrate Nitrate as N Nitrite Nitrite as N Ammonia Phosphate as P Phosphate as o•PO4 Sulfate Total Phosphorus Total Phosphate PHYSICAL (mgiL unless otherwise stated) Carbon dioxide Conductivity umhofcm pH Units Residual Chlorine Temperature C Total Hardness Total Solids Turbidity NTU WINSTON-SALEM FINISHED WATER ANALYSIS WATER PLANT LABORATORIES DATE: 2008 PLANT: NORTHWEST (Parameter (mg/L) I Jan. 1 Feb. I March 1 April I May I June I July I Aug. 1 Sept. I Oct. 1 Nov. I Dec. 1 Avg. CATIONS (mg/L) Aluminum (Al) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) 0.010 <0.001 <0.001 0.014 <0.001 <0.001 0.004 <0.001 <0.001 0.005 <0.001 <0.001 0.008 <0.001 <0.001 0.012 <0.001 <0.001 0.011 <0.001 <0.001 0.012 <0.001 <0.001 0.013 <0.001 1 <0.001 0.016 <0.001 <0.001 0.012 <0.001 <0.001 0.012 <0.0D1 <0.001 0.021 <0.001 <0.001 0.013 <0.001 <0.001 0.018 <0.001 <0.001 0.011 <0.001 <0.001 0.016 <0.001 <0.001 0.012 <0.001 <0.001 0.013 <0.001 <0.001 0.013 <0.001 <0.001 0.009 <0.001 <0.001 0.011 <0.001 <0.001 0.010 <0.001 <0.001 0.010 <0,001 <0.001 0.012 <0.001 <0.001 0.012 <0.001 <0.001 Calcium as CaCO3 8.41 8.27 9.01 7.84 7.92 7.02 6.44 7.67 6.82 8.04 8.74 8.61 7.90 Calcium (Ca) 3.37 3.31 3.61 3.14 3.17 2.81 2.58 3.07 2.73 3.22 3.50 3.5 3.16 Chromium (Cr) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 <0.001 0.001 <0.001 <0,001 0.001 Copper (Cu) 0.001 <0.001 0.002 0.002 0.004 0.002 0.003 0.003 0.003 0.003 0.003 0.002 0.003 Iron (Fe) <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0,010 <0.010 Lead (Pb) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Magnesium as CaCO3 5.81 5.56 6.05 5.68 5.81 6.22 6.75 7.17 5.93 6.09 6.42 5.72 6.10 Magnesium (Mg) 1.41 1.350 1.470 1.38 1.41 1.51 1.64 1.74 1.440 1.48 1.56 1.39 1.48 Manganese (Mn) 0.003 <0.001 0.001 0.001 0.002 0.002 0.001 0.002 <0.001 0.0003 <0.001 <0.001 0.002 Mercury (Hg) Molybdenum (Mo) <0.001 <0.001 <0,001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Nickel (Ni) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Potassium (K) 1.92 1.65 1.810 1.66 1.94 2.26 2.77 3.06 2.47 2.26 2.18 1.77 2.15 Selenium (Se) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Silica 10.70 10.02 8.28 7.15 11.00 10.81 8.51 10.53 9.99 11.21 10.72 8.03 9.75 Silicon (Si) 5.00 4.68 3.87 3.34 5.14 5.05 3.98 4.92 4.67 5.24 5.01 3.75 4.55 Silver (Ag) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Sodium (Na) 9.41 10.19 11.56 11.02 10.91 14.32 15.29 16.54 14.73 12.98 10.94 9.97 12.32 Thallium (TI) <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Zinc (Zn) 0.303 0.248 0.275 0.321 0.319 0.293 0.264 0.213 0.278 0.309 0.279 0.296 <0.005 ANIONS mg/L Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) 21 21 22 22 21 21 20 20 20 20 22 22 23 23 25 25 22 22 23 23 24 24 0 22 20 Chloride 6.60 8.21 7.01 7.10 7.22 8.68 8.93 9.75 8.47 7.81 7.07 6.89 7.81 Fluoride 0.76 0.89 1.01 1.02 1.04 0.92 0.94 1.02 0.95 0.96 0.86 0.92 0.94 Nitrate 2.56 2.14 1.67 1.72 1.23 1.36 2.09 1.64 0.989 2.02 1.97 1.46 1.74 Nitrate as N 0.56 0.48 0.38 0.39 0.28 0.31 0.47 0.37 0.22 0.46 0.44 0.33 0.53 Nitrite <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Nitrite as N <0.001 <0.001 <0.001 <0.001 <11001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Phosphorus as P 0.34 0.33 0.33 0.31 0.30 0.28 0.35 0.29 0.32 0.32 0.32 0.32 0.3160 Phosphate as o-PO4 1.04 1.00 1.01 0.95 0.91 0.85 1.06 0.86 0.99 0.99 0.98 0.96 0.087 Sulfate 12.41 14.19 13.27 13.45 12.24 14.31 13.13 14.65 15.10 13.45 13.91 11.80 13.49 Total Phosphorus 0.41 0.42 0.39 0.43 0.39 0.42 0.38 0.36 0.36 0.44 0.44 0.41 0.40 Total Phosphate 1.26 1.29 1.20 1.33 1.20 1.28 1.17 1.10 1.11 1.35 1.35 1.26 1.24 'Parameter (mg/L) CATIONS (mglL) Aluminum (Al) Antimony (Sb) Arsenic (As) Barium (Ba) Beryllium (Be) Cadmium (Cd) Calcium as CaCO3 Calcium (Ca) Chromium (Cr) Copper (Cu) Iron (Fe) Lead (Pb) Magnesium as CaCO3 Magnesium (Mg) Manganese (Mn) Mercury (Hg) Molybdenum (Mo) Nickel (Ni) Potassium (K) Selenium (Se) Silica Silicon (Si) Silver (Ag) Sodium (Na) Thallium (TI) Zinc (Zn) ANIONS mg/L Alkalinity Total (CaCO3) Alkalinity (CO3) Alkalinity (HCO3) Alkalinity (OH) Chloride Fluoride Nitrate Nitrate as N Nitrite Nitrite as N Phosphate as P. Phosphate as o-PO4 Sulfate Total Phosphorus Total Phosphate PHYSICAL (mgIL unless otherwise stated) PHYSICAL (mglL unless otherwise stated) Carbon dioxide 3 4 4 4 4 5 4 5 4 4 3 4.0 Conductivity umholcm 104.8 107.3 103.5 98.3 99.7 116.1 117.3 127.5 76.0 113.2 112.7 107.2 107.0 pH Units 7.52 7.53 7.48 7.50 7.50 7.44 7.50 7.50 7.50 7.50 7.50 7.60 7.5 Residual Chlorine 1.28 1.29 1.29 1.28 1.38 1.58 1.59 1.48 1.53 1.67 1.48 1.4 Temperature C 8.3 9.5 12.8 16.9 21.5 27.9 29.1 29.0 26.2 20.6 13.8 19.6 Total Hardness 17 17 14 12 12 13 12 13 12 13 14 13.5 Total Dissolved Solids 80.0 48.0 98.0 104.0 86.0 89.0 70.0 61.0 46.0 46.0 72.0 70.0 72.5 Turbidity NTU 0.06 0.06 0.05 0.06 0.06 0.06 0.09 0.08 0.05 0.05 0.06 0.06 Note: <=loss than: >=greater than: mg/L= milligrams/Liter ND. NOT GONE Carbon dioxide Conductivity umho/cm pH Units . Residual Chlorine Temperature C Total Hardness Total Solids Turbidity NTU North Carolina Forsyth County AFFIDAVIT OF PUBLICATION Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified, and authorized by law to administer oaths, personally appeared Andrea Moses who being first duly sworn, deposes and says: that she is Accounts Receivable Clerk of The Winston Salem Chronicle Publishing Company, engaged in the publishing of a newspaper known as The Chronicle, published issued and entered as second-class mail in the City of Winston Salem, North Carolina in said County and State: that she is authorized to make this affidavit and sworn statement: that the notice or other legal advertisement, a true copy of which is attached hereto, was published in the The Chronicle, on the following dates: PUBLIC NOTICE NOTIFICATION OF INTENT TO ISSUE A NPDES WASTEWATER PERMIT PUBLISHED DECEMBER 25, 2008 and that the said newspaper in which such notice, paper, document, or legal advertisement was published was, at the time of each and every subscription, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statutes of North Carolina. This 26thdav of December 2008 �) Paulette L. Moore 1 1 Notary Public ti Forsyth County North Carolina b My Commission Expires 2/22/2011,� Sworn to and subscribed before me this 26"'day of December 2008 Signature of person making affidavit) Andrea Moses 1 \r) (Notary Public) N C• U v y , U V c r, U.c 0 wj o �, Ev O. >, C .CC .- w E O �0 o o yv 2 p.� C W ^ � O TJ w•� cv '� N ;"0 Ew 0 .D. 0 �.w-. q.,7 p. o y.As R'00 v a.0 2b w ti w U O Z N cC t.uO .°' . > U .. U o E.z oEa=E:9 0as: u3 E ,Do E C C T O 0 c•—J O y �. p•— V O. y .� ro _ t. y 00.E 7 0U.> J] 3w�Qy�Aa.EAo. ° . Z c •r�Ua' E Ecazi0La "oEc pA wc UcUE- 'nc0�oCp2 gcO.Ca-'.G •a y:oo o R U a>a A F wO-O'c.,_•n U C C_ 3aEC03EC^E7s C .C , 01 o4.•- c E• 'n.y o 5 o ems° N 0 C a .O o o Vi 0 .y U -3 w0 y P. U.E O'Ry p. CO'- >,L U "cam -0 c a l C' 5- :°•� wo o`° ,'4 ow a2i 0 rO� Uw,UwuvZE•�v) 0' 0 C _. ti C o ... o 0 Z :n 00 O .E w ,� 0 y c7 U H N '. . .a: E U, 0 D .- �U. V? C C V —co 0 o.E c* Uo >vo V R mv,,_. UwEcaFcm6a�.E.EE73Na The Chronicle December 25, 2008 Table 1. Project Information Facility Name WWTP Grade NPDES Permit Outfall Flow, Qw (MGD) Receiving Stream Stream Class 7Q10s (cfs) 7Q10w (cfs) 3002 (cfs) QA (cfs) Time Period Data Source(s) NorthwestWTP I NC0086762 001 UT to Bashavia Creek Table 2. Parameters of Concern Par01 Par02 Par03 Par04 Par05 Par06 Par07 Par08 Par09 Par10 Par11 Par12 Par13 Par14 Par15 Name Type Chronic Modifier Acute PQL Units Al Iron NC NC 1000 mg/L ug/L npdes rpa 200403(5-13-08)1, input 12/1 /2008 REASONABLE POTENTIAL ANALYSIS Al Iron Date BDL=1/2DL Results Date BDL=1/2DL Results 1 Jul-2007 0.2 0.2 Std Dev. 0.1465 1 Jul-2007 17.6 17.6 Std Dev. 16.5122 2 Jul-2007 0.2 0.2 Mean 0.2866 2 Jul-2007 23 23.0 Mean 15.1711 3 Jul-2007 0.3 0.3 C.V. 0.5076 3 Jul-2007 0.266 0.3 C.V. 1.0884 4 Jul-2007 0.2 0.2 n 60 4 Jul-2007 18.4 18.4 n 60 5 Aug-2007 0.1 0.1 5 Aug-2007 11.5 11.5 6 Aug-2007 0.1 0.1 Mult Factor = 1.5200 6 Aug-2007 14.4 14.4 Mult Factor = 2.1800 7 Aug-2007 0.1 0.1 Max. Value 0.8 mg/L 7 Aug-2007 12.4 12.4 Max. Value 68.2 ug/L 8 Aug-2007 0.2 0.2 Max. Pred Cw 1.3 mg/L 8 Aug-2007 21.5 21.5 Max. Pred Cw 148.7 ug/L 9 Sep-2007 0.2 0.2 9 Sep-2007 16 15.8 10 Sep-2007 0.1 0.1 10 Sep-2007 12 12.2 11 Sep-2007 0.3 0.3 11 Sep-2007 30 30.3 12 Sep-2007 0.2 0.2 12 Sep-2007 19 18.5 13 Oct-2007 0.2 0.2 13 Oct-2007 21 21.0 14 Oct-2007 0.2 0.2 14 Oct-2007 18 17.8 15 Oct-2007 0.1 0.1 15 Oct-2007 13 13.3 16 Oct-2007 0.2 0.2 16 Oct-2007 20 19.6 17 Oct-2007 0.3 0.3 17 Oct-2007 17 16.6 18 Nov-2007 0.6 0.6 18 Nov-2007 59 58.9 19 Nov-2007 0.3 0.3 19 Nov-2007 28 28.0 20 Nov-2007 0.2 0.2 20 Nov-2007 22 21.9 21 Nov-2007 0.2 0.2 21 Nov-2007 23.2 23.2 22 Dec-2007 0.2 0.2 22 Dec-2007 0 0.2 23 Dec-2007 0.2 0.2 23 Dec-2007 0 0.2 24 Dec-2007 0.2 0.2 24 Dec-2007 0 0.2 25 Dec-2007 0.2 0.2 25 Dec-2007 0 0.2 26 Dec-2007 0.2 0.2 26 Dec-2007 0 0.2 27 Jan-2008 0.1 0.1 27 Jan-2008 0.1 0.1 28 Jan•2008 0.3 0.3 28 Jan-2008 0 0.3 29 Jan-2008 0.2 0.2 29 Jan-2008 0 0.2 30 Jan-2008 0.3 0.3 30 Jan-2008 0 0.3 31 Feb-2008 0.2 0.2 31 Feb-2008 0 0.2 32 Feb-2008 0.4 0.4 32 Feb-2008 0 0.4 33 Feb-2008 0.3 0.3 33 Feb-2008 0 0.3 34 Feb-2008 0.3 0.3 34 Feb-2008 31 31.4 35 Mar-2008 0.3 0.3 35 Mar-2008 26 26.0 36 Mar-2008 0.4 0.4 36 Mar-2008 35 35.0 37 Mar-2008 0.4 0.4 37 Mar-2008 40 40.4 38 Mar-2008 0.5 0.5 38 Mar-2008 52 52.1 39 Mar-2008 0.7 0.7 39 Mar-2008 68 68.2 40 Apr-2008 0.8 0.8 40 Apr-2008 1 0.8 41 Apr-2008 0.6 0.6 41 Apr-2008 1 0.6 42 Apr-2008 0.5 0.5 42 Apr-2008 1 0.5 43 Apr-2008 0.4 0.4 43 Apr-2008 0 0.4 44 May-2008 0.3 0.3 44 May-2008 0 0.3 45 May-2008 0.4 0.4 45 May-2008 0 0.4 46 May-2008 0.5 0.5 46 May-2008 1 0.5 47 May-2008 0.3 0.3 47 May-2008 0 0.3 48 Jun-2008 0.3 0.3 48 Jun-2008 0 0.3 49 Jun-2008 0.2 0.2 49 Jun-2008 0 0.2 50 Jun-2008 0.2 0.2 50 Jun-2008 0 0.2 51 Jun-2008 0.2 0.2 51 Jun-2008 0 0.2 52 Jun-2008 0.2 0.2 52 Jun-2008 0 0.2 53 Jul-2008 0.5 0.5 53 Jul-2008 45 45.1 54 Jul-2008 0.4 0.4 54 Jul-2008 36 36.3 55 Jut-2008 0.3 0.3 55 JuI-2008 29 28.9 56 Jul-2008 0.2 0.2 56 Jul-2008 24 24.3 57 Aug-2008 0.3 0.3 57 Aug-2008 25 25.4 58 Aug-2008 0.3 0.3 58 Aug-2008 34 34.3 59 Aug-2008 0.2 0.2 59 Aug-2008 19 18.6 60 Aug-2008 0.2 0.2 60 Aug-2008 20 20.2 199 199 200 200 -1- AL Iron RPAI(12-03-08).xls, data 12/1/2008 REASONABLE POTENTIAL ANALYSIS NorthwestWTP NC0086762 Time Period 0 Ow (MGD) 25 7010S (cfs) 0 7010W (cfs) 0 3002 (cis) 0 Avg. Stream Flow, QA (cfs) 0 Reeving Stream UT to Bashavia Creek WWTP Class !WC (%) 0? 7010S WA 0 7Q10W N/A 30Q2 N/A ® QA N/A Stream Class C Outfall 001 Ow=25MGD PARAMETER TYPE (11 STANDARDS & CRITERIA (2) POL Units REASONABLE POTENTIAL RESULTS RECOMMENDED ACTION NC WQ$/ NFAV/ Chronic Acuts n II:Nt Max Fred Cw AtlonroNo Cw Al NC m0IL 60 60 1.3 Acute: N/A _ _ _VA Chrontc:- 8LUE! No NC water quality standard for AL. _-- ----- Iron NC 1000.0 ug/L 60 60 146.7 Acute: N/A _ _ Chro_nic: - #VALUE! NO RPA indicated. _ --_— — __— — — — — _._.___ _ —_— 0 0 WA Acute: WA Chronic: Error 0 Type --•—•—•------------------------- 0 0 N/A Acute: N/A Chranio: irror 0 Type ---------------------'---•—•—•— o 0 N/A Acute: N/A Chronic: Error 0 Type — — — — — — — — — — — — — — — 0 0 WA Acute: WA Chranic: Error 0 Type — — — — — — — — — — — — — — — 0 0 N/A Acute: N/A Chronic: Error 0 Type —•—•—_—.----------------------- 0 0 N/A Acute: WA Chronic: Error 0 Type ---'--------------------------- 0 0 WA Acute: WA Chro dc: error 0 Type 0 0 WA Acute: WA Chronic: Error 0 Type —'-----------------'----------- 0 0 WA Acute: WA Chronic: irror 0 Type 0 0 N/A Acute: N/A Chronc: irrar 0 Type —'---•------------------------- 0 0 WA_ Acute: N/A Chronic: error 0 Type —.—.—.—.—.—.-------'----------- 0 0 WA Acute: WA Chronic: Error 0 Type -----------------------------•— 0 0 rain Acute: WA Chronic: irror 0 Type ---------------- 'Legend: C = Carcinogenic NC = Non -carcinogenic A = Aesthetic Freshwater Discharge AL Iron RPAI(12-03-08).ds, rpa 12/14/2008 DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NC0086762 Facility Information Applicant/Facility Name: Winston-Salem, Forsyth County Utilities Commission Applicant Address: P.O. Box 2511, Winston-Salem, NC 27102 Facility Address: 2800 River Ridge Road near Beroth Road Permitted Flow 25.0 MGD Type of Waste: 100% Industrial Facility/Permit Status: Renewal County: Forsyth Miscellaneous Receiving Stream: UT to Bashavia Creek Regional Office: Winston-Salem Stream Classification: C USGS Topo Quad: Vienna 303(d) Listed?: No Permit Writer: Bob Guerra Subbasin: 03-07-02 Date: October 14, 2008 Drainage Area (mi2): NA • Summer 7Q10 (cfs) NA Winter 7010 (cfs): NA Average Flow (cfs): NA IWC (%): NA SUMMARY The Winston-Salem, Forsyth County Utilities Commission has applied for renewal of their existing NPDES permit for a conventional water treatment plant (WTP) discharge into an unnamed tributary to Bashavia Creek. The proposed discharge will be 25 MGD of treated filter backwash water. The last four (4) Inspections by regional staff reflect facility as well operated with no compliance issues noted at time of inspections. Staff inspection of 6-24-08 noted the existence a rock dam built during the construction phase below the effluent pipe. Staff has no issue with the removal of this rock dam provided work proceeds upstream of the dam and precautions are taken to retain sediment during removal. The inspector recommended further discussion with Land Resources. ADDITIONS TO PERMIT Effluent limitations and monitoring requirements have been established in accordance with the permitting strategy for WTPs dated October, 2008. Y Limits added o Flow at 35.0 MGD • Limits / Monitorinq deleted o Settleable Solids, Turbidity Monitoring Additions o pH, Calcium, Manganese, Fluoride, Total Copper, Magnesium, Fluoride, Total Zinc, Ammonia Nitrogen, Total phosphorus and total nitrogen. • Whole Effluent Toxicity o Quarterly Monitoring Purposes Only ▪ TRC Reopener COMPLIANCE SUMMARY: 06-08 TRC Daily Max Exceeded BPJ 12-07 TSS Daily Max Exceeded BPJ PROPOSED SCHEDULE FOR PERMIT ISSUANCE: Draft Permit to Public Notice: December 3, 2008 Permit Scheduled to Issue: February 26, 2009 STATE CONTACT: If you have any questions on any of the above information or on the attached permit, please contact Bob Guerra at (919) 807-6387 REGIONAL OFFICE COMMENT: NAME: DATE: Winston-Salem NW Watcr Treatment Plant NPDES Renewal NC0086792 12 Pointer 3610844.92" NI 80•2508.93W elev 814 It 2800 River Ridgir Rd, NC 27040 ,.... ".1' . .4- •-• • _..., . ., . -... n. NC008676 Outfall 001 Lc,zupwcaogaiacto Of3.111:3titt)i.DIII) A2OZ] MEM <D.I.kt `qv Eye alt Northwest Water Treatment Plant Production Capacity = 25.0 MGD City of Winston-Salem NPDES# = NC0086762 25 MGD 50 MGD (Vadin River 50 MG Raw Water Of Stream Storage Basin #1 100 MG Raw Water Of Stream Storage Basin #2 The Northwest WTP has two treatment trains that are 12.5 MGD each for a total plant capacity of 25.0 MGD. Chlorine Alum 25 MGD Flash Mix Flocculation i Sedimentation Basins Caustic Soda Chlorine Filters 1-6 Fluoride Ortho-Phosphate Alum Chlorine KMnO4 Caustic Soda Alum 25 MGD CDutra11001 Residual Lagoon (4.3 MG) --4.0 MGD Residual Lagoon (4.3 MG) 25 MGD 30 MGD ► Entry Point-EP3 4-- 25 MGD Chlorine 5.0 MG Clearwell 5.0 MG Clearwell (0:89 MG Equalization Basin 1 Distribution System A Northwest Water Treatment Plant Solids Handling Plan The Northwest Water Treatment Plant is a 25 MGD water treatment facility. Solids are generated by sludge removal from two sedimentation basins, backwashing six filters, and filter -to -waste after filter backwashes are completed. Solids produced from filter backwashes and filter -to -waste are routed to a flow equalization basin before entering one of two residual lagoons. Solids removed from the sedimentation basins are routed directly to one of two residual lagoons. The equalization basin volume is .489 MG and each of the two residual lagoons has a volume of 3.2 MG. Permits and Classifications: 1. The discharge from the residuals lagoons is authorized by NPDES Permit NC0086762. The classification for the discharge is Grade 1 Physical/Chemical. 2. The distribution of the residuals removed from the lagoons is authorized by permit WQ0031314. The residuals are classified as Class A. Operation: 1. Each lagoon consists of an oval concrete apron, a clay bottom, and an access ramp used for residuals removal. The solids stream enters on one end of the lagoon and there is an adjustable weir on the opposing end allowing decant to flow to the discharge. 2. Each lagoon has the capacity to accept and store the solids produced by the plant for one year. This allows one lagoon to accept the daily waste stream of solids while the other dries for removal. Annually, residuals are removed from one lagoon and it is placed into service and the other is then allowed to dry. 3. Residuals are removed from the lagoons and hauled to the application site by a private contractor. Monitoring and Reporting Requirements: 1. Residuals generated by each source -generating facility must be analyzed to demonstrate that they are non -hazardous. 2. An analysis is required for each residuals land application event. 3. Analyses made according to monitoring and reporting requirements must be certified for the required parameter(s). Northwest Water Treatment Plant Solids Handling Plan Revised 7/16/2008 1 4. Corrosivity, ignitability, reactivity, and a Toxicity Characteristics Procedure analysis are required with each residuals application event. The TCLP analysis includes the following parameters (i.e., note the regulatory level in milligrams per liter in parentheses): Arsenic (5.0) Barium (100.0) Benzene (0.5) Cadmium (1.0) Carbon tetrachloride (0.5) Chlordane (0.03) Chlorobenzene (100.0) Chloroform (6.0) Chromium (5.0) m-Cresol (200.0) o-Cresol (200.0) p-Cresol (200.0) Cresol (200.0) 2,4-D (10.0) 1,4-Dichlorobenzene (7.5) 1,2-Dichloroethane (0.5) 1,1 -Dichloroethylene (0.7) 2,4-Dinintrotolulene (0.13) Endrin (0.02) Hexachlorobenzene (0.13) Heptachlor (and its hydroxide) (0.008) Hexachloro-1,3-butadiene (0.5) Hexachloroethane (3.0) Lead (5.0) Lindane (0.4) Mercury (0.2) Methoxychlor (10.0) Methyl ethyl ketone (200.0) Nitrobenzene (2.0) Pentachlorophenol (100.0) Pyridine (5.0) Selenium (1.0) Silver (5.0) Tetrachloroethylene (0.7) Toxaphene (0.5) Trichloroethylene (0.5) 2,4,5-Trichlorophenol (400.0) 2,4,6-Trichlorophenol (2.0) 2,4,5-TP (Silvex) (1.0) Vinyl chloride (0.2) 5. Analyses of the following parameters are also required with each application event: Aluminum Ammonia -Nitrogen Arsenic Cadmium Calcium Copper Lead Magnesium Mercury Molybdenum Nickel Nitrate -Nitrite Nitrogen Phosphorous Potassium pH Plant Available Nitrogen (by calculation) Selenium Sodium % Total Solids TKN Zinc 6. Data to verify pathogen reduction and vector attraction reduction of the residuals is maintained on file for five years. The required data is specific to the stabilization process utilized, and is also sufficient to demonstrate clear compliance with the Class A pathogen requirements and restrictions noted in 15A NCAC 02T .1106 (a) and (b) and vector attraction reduction requirements in 15A NCAC 02T .1107 (a). 7. Proper records are maintained tracking all residuals activities. These records include the source, volume, analysis, and recipient of the residuals. 8. Three copies, per application event, of all required monitoring and reporting requirements are submitted annually before March 1, to NCDEHNR-DWQ. Performance Standards: 1. The pollutant concentrations in any residuals that are land applied to any land application site shall not exceed the following Ceiling and Monthly Average Concentrations (i.e. dry weight basis): Northwest Water Treatment Plant Solids Handling Plan Revised 7/16/2008 2 Parameter Monthly Average Concentration (milligrams per kilogram) Ceiling Concentration (milligrams per kilogram) Arsenic 41 75 Cadmium 39 85 Copper 1,500 4,300 Lead 300 840 Mercury 17 57 Molybdenum n/a 75 Nickel 420 420 Selenium 100 100 Zinc 2,800 7,500 2. If residuals are sold or given away, one of the Class A pathogen requirements in 15A NCAC 02T .1106(b) must be met. Aerobic digestion is used to satisfy this requirement. Application Requirements: 1. Bulk residuals are not applied under the following conditions: i. If the residuals are likely to adversely affect a threatened or endangered species. ii. If the application causes prolonged nuisance conditions. iii. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface water or groundwater standards. iv. If the land is flooded, frozen, or snow-covered or is otherwise in a condition such that runoff of the residuals would occur. v. Within the 100-year flood elevation unless the bulk residuals are injected or incorporated within a 24-hour period following the residuals application event. vi. During a precipitation event or within 24 hours following a rainfall event of 0.5 inches or greater in a 24-hour period. vii. If the slope of the land is greater than 10 percent when the bulk residuals are surface applied, and if the slope of the land is greater than 18 percent when bulk residuals are injected or incorporated. viii. If pH maintained in the soil and residuals mixture greater than 6.0. ix. If the land does not have an established vegetative cover. x. If the vertical separation of the seasonal high water table and the depth of the residuals application is less than one foot. xi. If the vertical separation of the depth to bedrock and the depth of residuals application is less than one foot. xii. Application exceeds agronomic rates. xiii. For residuals treatment and storage facilities, the following minimum setbacks shall be adhered to: Northwest Water Treatment Plant Solids Handling Plan Revised 7/16/2008 3 Description of Setback Minimum Setback (feet) Habitable residence or place of public assembly under separate ownership or not to be maintained as part of the project site 100 Property lines 50 Private or public water supply 100 Surface waters (streams, -intermittent and perennial, perennial waterbodies, and wetlands) 50 Wells with exception to monitoring wells 100 2. When land applying bulk residuals to any land application site, the following minimum setbacks are maintained at all times: Setback By Type of Residual (feet) Description of Setback Liquid Cake Private or public water supply 100 100 Surface waters (streams -intermittent and perennial, perennial waterbodies, and wetlands) 100 25 Surface water diversions (ephemeral streams, waterways, ditches) 25 0 Groundwater lowering ditches (where bottom of The ditch intersects SHWT) 25 0 Subsurface groundwater lowering system Wells with exception to monitoring wells 100 100 Bedrock outcrops 25 0 3. Specific bulk residuals land application area boundaries are clearly marked on each land application site prior to and during a residuals land application event. 4. Bulk residuals and other sources of PAN (Plant Available Nitrogen) are applied to all land application sites at or below agronomic rates. Appropriate agronomic rates are calculated using expected nitrogen requirements based on the Realistic Yield Expectations (RYE) field cover for each approved land application site. Spills and Noncompliance Notification: 1. The Winston-Salem Regional Office, telephone number (336) 771-5000 will be notified within 24 hours or the next working day following the occurrence or first knowledge of the occurrence of any of the following: i. Any occurrence with the distribution program which results in the land application of significant amounts of wastes which are abnormal in quantity or characteristic. ii. Any failure of the distribution program resulting in a release of materials to receiving waters. Northwest Water Treatment Plant Solids Handling Plan Revised 7/16/2008 4 iii. Any time that self -monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of the permit or the parameters on which the system was designed. iv. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate residual treatment. v. Any spillage or discharge from a vehicle or piping system during transportation of residuals. 2. Persons reporting such occurrences by telephone shall also file a written report in letter form within (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. 3. Emergency Contacts: Northwest Water Treatment Plant Solids Handling Plan Revised 7/16/2008 Northwest Water Treatment Plant (336) 945-1179 Sam Tuttle, Plant Supervisor (336) 399-3264 (336) 922-2388 Bill Brewer, Water Plants Superintendant (336) 399-5047 (336) 922-5061 Winston-Salem/Forsyth County (336) 727-8418 Utility Administration DEHNR Regional Office (336) 771-5000 General Emergency 911 HazMat 5 FACT SHEET FOR EXPEDITED PERMIT RENEWALS Basic Information to determine Dotential for expedited permit renewal Reviewer/Date V 4 x1/y/2� Permit Number Af('00 8 , 742 Facility Name Way /4 ,' ,) 7? Basin Name/Sub-basin number V4 el/Cm / -r let 03 = o 1- OZ Receiving Stream It r asla ilia. Ce4 Stream Classification in Permit C _ Does permit need NH3 limits? Ni- Does permit need TRC limits? AP, 54'4i- _ Does permit have toxicity testing? /6 Does permit have Special Conditions? es 7�C c�riv r2 Does permit have instream monitoring? 0 Is the stream impaired (on 303(d) list)? /VD Any obvious compliance concerns? Any permit mods since last permit? 4) Existing expiration date // 3 //Zvo9 New expiration date //3 f/ z/5/ New permit effective date -- Miscellaneous Comments YES This is a SIMPLE EXPEDITED permit renewal (administrative renewal with no changes, or only minor changes such as TRC, NH3, name/ownership changes). Include conventional WTPs in this group. YES_Z This is a MORE COMPLEX EXPEDITED permit renewal (includes Special Conditions (such as EAA, Wastewater Management Plan), 303(d) listed, toxicity testing, instream monitoring, compliance concerns, phased limits). Basin Coordinator to make case -by -case decision. YES_ This permit CANNOT BE EXPEDITED for one of the following reasons: • Major Facility (municipal/industrial) • Minor Municipals with pretreatment program • Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc) • Limits based on reasonable potential analysis (metals, GW remediation organics) • Permitted flow > 0.5 MGD (requires full Fact Sheet) • Permits determined by Basin Coordinator to be outside expedited process TB Version 8/18/2006 (NPDES Server/Current Versions/Expedited Fact Sheet)