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HomeMy WebLinkAboutNC0027197_Fact Sheet_20210916FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Ex edited Permit Renewals Permit Writer / Date Brianna Young 8/16/2021 Permit Number NC0027197 Facility Name / Facility Class Shelby WTP / PC-1 Basin Name / Sub -basin number Broad / 03-08-04 Receiving Stream / HUC UT to First Broad River / 030501050702 Stream Classification / Stream Segment C / 9-50-(28) Does permit need Daily Maximum NH3 N/A limits? Does permit need TRC limits/language? Already present Does permit have toxicity testing? IWC (%) if so Yes; IWC = 90% Does permit have Special Conditions? Yes — Groundwater monitoring Does permit have instream monitoring? No Is the stream impaired (on 303(d) list)? Yes Any obvious compliance concerns? No Any permit mods since last permit? No New expiration date 8/31/2023 Comments on Draft Permit? None Section 1. Facility Overview: The City of Shelby operates a conventional WTP designed for a potable flowrate of 12 MGD. The facility generates backflow with an intermittent discharge 7 days a week for 4-6 hours. The maximum, monthly average discharge between May 2018 and April 2021 was approximately 0.193 MGD. Per the previous fact sheet: Discharge comprises of intermittent filter media backwash, seasonal flocculation settling basins with a solids purge, and stormwater, through settling lagoons for solids removal. The facility serves the Shelby community and discharges to an unnamed tributary that flows 0.5 mile to First Broad River, a class C water in the Broad River Basin. River water is transferred and stored in a series of reservoirs and copper sulfate is added as a biocide. From the reservoir raw water is transferred to the potable water treatment plant where alum and caustic are added and thoroughly mixed to initiate flocculation. A carbon slurry is injected into the treated water prior to its distribution to settling basins. From the settling basins the water is distributed to the media filters where chlorination is applied and then continues to its final potable water treatment with fluorination, additional chlorination, polyphosphate corrosion inhibitor, and distribution. Potable water is stored in a backwash water tank and utilized to backwash the media filters averaging one filter backwash per day. The backwash Page 1 of 9 wastewater is dechlorinated as it flows to the wastewater settling lagoons. The settling basins solids are purged 4 times a year and stormwater also collects in the settling lagoons. The decanted wastewater from the settling lagoons passes through the effluent flow meter before it is discharged to its outfall. To remove collected solids, the lagoons are taken offline and the solids are removed and allowed to dry. The solids are then excavated for landfill disposal. Per a meeting with MRO on 6/30/2021, the WTP lagoon is partially built on top of a landfill. Groundwater monitoring wells were added to the permit in the past because there were concerns about hydraulic load with the lagoon on top of the landfill. The landfill is an inactive hazardous site. MRO prefers the monitoring well permit condition be removed, but that language be added in the permit cover letter stating the wells should not be abandoned without contacting DWM Inactive Hazardous Waste Sites branch. The site ID for the location is NCD986176451. Section 2. Compliance History (June 2016 — June 2021): • 1 NOV for pH daily min not reached • Passed 10 of the last 12 tox tests (passed 4 of the last 4) 303(d) listing: B-5U-(23) First Broad River From Shelby Downstream Raw Water Intake to Broad River Classification C Length or Area 15 Units FW Miles Previous AU Number Assessment Criteria Status Reason for Rating Parameter of Interest MI Category Exceeding Criteria Turbidity (50 NTU, AL, FW miles) Section 3. RPA: The maximum monthly average flow between May 2018 and April 2021 was approximately 0.193 MGD. • Aluminum — No RPA necessary; quarterly monitoring maintained as facility has potential to discharge • Iron — No RPA necessary; monitoring removed as there is no longer a water quality standard • Copper — RP; apply monthly monitoring with limits Section 4. NCG590000 General Permit Eligibility: • They use conventional technology, therefore they are eligible • They have passed 10 of the last 12 tox tests, therefore they are eligible by tox standards • They have passed last 4 tox tests, therefore they are eligible by tox standards • They do not discharge to HQW or ORW waters, therefore they are eligible • They have limits for copper, therefore they are not eligible Page 2 of 9 • They have a groundwater monitoring special condition, therefore they are not eligible • Conclusion: They are not eligible for the NCG59 Section 5. Changes from previous permit to draft: • Updated eDMR footnote in A(1) and language in A(4) • Updated outfall map • Added facility grade in A(1) • Added parameter codes in A(1) • Added receiving stream characteristics on the Supplement to Permit Cover Sheet • Discharge wastewater updated on Supplement to Permit Cover Sheet per renewal application • Updated components list on Supplement to Permit Cover Sheet per renewal application • Added units of measure in A(1) • Duration of discharge added in effluent table of A(1) and footnote removed per current WTP guidance • Limit added for turbidity in A(1) per 2009 WTP strategy as the segment of the receiving stream is impaired for turbidity • Monitoring for fluoride added in A(1) as renewal application indicated potential for discharge o Was removed in last permit renewal per RPA, however per the 2009 WTP strategy fluoride monitoring is required if there is the potential for discharge, and it appeared the RPA was run without converting to the proper units. • Limits added for copper and monitoring increased to monthly in A(1) per RPA o Compliance schedule added as A(3) • Monitoring for iron removed in A(1) as there is no longer a water quality standard • Added monitoring for total nitrogen and total phosphorus in A(1) per 2009 WTP strategy • Added upstream and effluent monitoring for total hardness, with associated footnotes, in A(1) per current WTP strategy • Removed requirement of copper monitoring at same time as toxicity testing in A(1) as this is no longer required • Updated tox language in A(2) • Removed A(4) Groundwater Monitoring and Reporting per MRO request (Section 1. Facility Overview for more information) Section 6. Changes from draft to final: • None Section 7. Comments received on draft permit: Page 3 of 9 • Andrew Pitner (WSRO; via email 7/9/21): Edits to the cover letter language concerning groundwater monitoring, otherwise MRO had no additional comments on the draft. o DWR response: The cover letter language was updated prior to submitting for public notice. • Zach Thomas (ATB; via email 7/14/21): Everything looks good. Page 4 of 9 NPDES Implementation of Instream Dissolved Metals Standards - Freshwater Standards The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by the NC Environmental Management Commission (EMC) on November 13, 2014. The US EPA subsequently approved the WQS revisions on April 6, 2016, with some exceptions. Therefore, metal limits in draft permits out to public notice after April 6, 2016 must be calculated to protect the new standards - as approved. Table 1. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection Parameter Acute FW, µg/1 (Dissolved) Chronic FW, µg/1 (Dissolved) Acute SW, µg/1 (Dissolved) Chronic SW, µg/1 (Dissolved) Arsenic 340 150 69 36 Beryllium 65 6.5 --- --- Cadmium Calculation Calculation 40 8.8 Chromium III Calculation Calculation --- --- Chromium VI 16 11 1100 50 Copper Calculation Calculation 4.8 3.1 Lead Calculation Calculation 210 8.1 Nickel Calculation Calculation 74 8.2 Silver Calculation 0.06 1.9 0.1 Zinc Calculation Calculation 90 81 Table 1 Notes: 1. FW= Freshwater, SW= Saltwater 2. Calculation = Hardness dependent standard 3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life standards for Mercury and selenium are still expressed as Total Recoverable Metals due to bioaccumulative concerns (as are all human health standards for all metals). It is still necessary to evaluate total recoverable aquatic life and human health standards listed in 15A NCAC 2B.0200 (e.g., arsenic at 10 µg/1 for human health protection; cyanide at 5 µg/L and fluoride at 1.8 mg/L for aquatic life protection). Table 2. Dissolved Freshwater Standards for Hardness -Dependent Metals The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A NCAC 02B .0211 Subparagraph (11)(d) Metal NC Dissolved Standard, µg/1 Cadmium, Acute WER*{1.136672-[ln hardness](0.041838)} • e^{0.9151 [In hardness]-3.1485} Cadmium, Acute Trout waters WER*{1.136672-[In hardness](0.041838)} • e^{0.9151[ln hardness]-3.6236} Cadmium, Chronic WER*{1.101672-[ln hardness](0.041838)} • e^{0.7998[ln hardness]-4.4451} Chromium III, Acute WER*0.316 • e^{0.8190[ln hardness]+3.7256} Chromium III, Chronic WER*0.860 • e^{0.8190[ln hardness]+0.6848} Page 5 of 9 Copper, Acute WER*0.960 • e^{0.9422[ln hardness]-1.700} Copper, Chronic WER*0.960 • e^{0.8545[ln hardness]-1.702} Lead, Acute WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-1.460} Lead, Chronic WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-4.705} Nickel, Acute WER*0.998 • e^{0.8460[ln hardness]+2.255} Nickel, Chronic WER*0.997 • e^{0.8460[ln hardness]+0.0584} Silver, Acute WER*0.85 • e^{1.72[ln hardness]-6.59} Silver, Chronic Not applicable Zinc, Acute WER*0.978 • e^{0.8473[ln hardness]+0.884} Zinc, Chronic WER*0.986 • e^{0.8473[ln hardness]+0.884} General Information on the Reasonable Potential Analysis (RPA) The RPA process itself did not change as the result of the new metals standards. However, application of the dissolved and hardness -dependent standards requires additional consideration in order to establish the numeric standard for each metal of concern of each individual discharge. The hardness -based standards require some knowledge of the effluent and instream (upstream) hardness and so must be calculated case -by -case for each discharge. Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR 122.45(c). The discharge -specific standards must be converted to the equivalent total values for use in the RPA calculations. We will generally rely on default translator values developed for each metal (more on that below), but it is also possible to consider case - specific translators developed in accordance with established methodology. RPA Permitting Guidance/WQBELs for Hardness -Dependent Metals - Freshwater The RPA is designed to predict the maximum likely effluent concentrations for each metal of concern, based on recent effluent data, and calculate the allowable effluent concentrations, based on applicable standards and the critical low -flow values for the receiving stream. If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the discharge has reasonable potential to exceed the standard, which warrants a permit limit in most cases. If monitoring for a particular pollutant indicates that the pollutant is not present (i.e. consistently below detection level), then the Division may remove the monitoring requirement in the reissued permit. 1. To perform a RPA on the Freshwater hardness -dependent metals the Permit Writer compiles the following information: Page 6 of 9 • Critical low flow of the receiving stream, 7Q10 (the spreadsheet automatically calculates the 1Q10 using the formula 1Q10 = 0.843 (s7Q10, cfs) 0.993 • Effluent hardness and upstream hardness, site -specific data is preferred • Permitted flow • Receiving stream classification 2. In order to establish the numeric standard for each hardness -dependent metal of concern and for each individual discharge, the Permit Writer must first determine what effluent and instream (upstream) hardness values to use in the equations. The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test results for any hardness data and contacts the Permittee to see if any additional data is available for instream hardness values, upstream of the discharge. If no hardness data is available, the permit writer may choose to do an initial evaluation using a default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum limits on the hardness value used for water quality calculations are 25 mg/L and 400 mg/L, respectively. If the use of a default hardness value results in a hardness -dependent metal showing reasonable potential, the permit writer contacts the Permittee and requests 5 site -specific effluent and upstream hardness samples over a period of one week. The RPA is rerun using the new data. The overall hardness value used in the water quality calculations is calculated as follows: Combined Hardness (chronic) = (Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7Q10, cfs *Avg. Upstream Hardness, mg/L) (Permitted Flow, cfs + s7Q10, cfs) The Combined Hardness for acute is the same but the calculation uses the 1Q10 flow. 3. The permit writer converts the numeric standard for each metal of concern to a total recoverable metal, using the EPA Default Partition Coefficients (DPCs) or site -specific translators, if any have been developed using federally approved methodology. Page 7 of 9 EPA default partition coefficients or the "Fraction Dissolved" converts the value for dissolved metal at laboratory conditions to total recoverable metal at in -stream ambient conditions. This factor is calculated using the linear partition coefficients found in The Metals Translator: Guidance for Calculating a Total Recoverable Permit Limit from a Dissolved Criterion (EPA 823-B-96-007, June 1996) and the equation: Cdiss = Ctotal 1 1 + { [Kpo] [SSUU+a)] [10-6] } Where: ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L used, and Kpo and a = constants that express the equilibrium relationship between dissolved and adsorbed forms of metals. A list of constants used for each hardness -dependent metal can also be found in the RPA program under a 4. The numeric standard for each metal of concern is divided by the default partition coefficient (or site -specific translator) to obtain a Total Recoverable Metal at ambient conditions. In some cases, where an EPA default partition coefficient translator does not exist (ie. silver), the dissolved numeric standard for each metal of concern is divided by the EPA conversion factor to obtain a Total Recoverable Metal at ambient conditions. This method presumes that the metal is dissolved to the same extent as it was during EPA's criteria development for metals. For more information on conversion factors see the June, 1996 EPA Translator Guidance Document. 5. The RPA spreadsheet uses a mass balance equation to determine the total allowable concentration (permit limits) for each pollutant using the following equation: Ca = (s7Q10 + Qw) (Cwqs) — (s7Q10) (Cb) Qw Where: Ca = allowable effluent concentration (µg/L or mg/L) Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L) Cb = background concentration: assume zero for all toxicants except NH3* (µg/L or mg/L) Qw = permitted effluent flow (cfs, match s7Q10) s7Q10 = summer low flow used to protect aquatic life from chronic toxicity and human health through the consumption of water, fish, and shellfish from noncarcinogens (cfs) * Discussions are on -going with EPA on how best to address background concentrations Flows other than s7Q10 may be incorporated as applicable: 1 Q 10 = used in the equation to protect aquatic life from acute toxicity Page 8 of 9 QA = used in the equation to protect human health through the consumption of water, fish, and shellfish from carcinogens 30Q2 = used in the equation to protect aesthetic quality 6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of concern. Data entered must have been taken within four and one-half years prior to the date of the permit application (40 CFR 122.21). The RPA spreadsheet estimates the 95th percentile upper concentration of each pollutant. The Predicted Max concentrations are compared to the Total allowable concentrations to determine if a permit limit is necessary. If the predicted max exceeds the acute or chronic Total allowable concentrations, the discharge is considered to show reasonable potential to violate the water quality standard, and a permit limit (Total allowable concentration) is included in the permit in accordance with the U.S. EPA Technical Support Document for Water Quality - Based Toxics Control published in 1991. 7. When appropriate, permit writers develop facility specific compliance schedules in accordance with the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to Alexis Strauss on 40 CFR 122.47 Compliance Schedule Requirements. 8. The Total Chromium NC WQS was removed and replaced with trivalent chromium and hexavalent chromium Water Quality Standards. As a cost savings measure, total chromium data results may be used as a conservative surrogate in cases where there are no analytical results based on chromium III or VI. In these cases, the projected maximum concentration (95th %) for total chromium will be compared against water quality standards for chromium III and chromium VI. 9. Effluent hardness sampling and instream hardness sampling, upstream of the discharge, are inserted into all permits with facilities monitoring for hardness - dependent metals to ensure the accuracy of the permit limits and to build a more robust hardness dataset. 10. Hardness and flow values used in the Reasonable Potential Analysis for this permit included: Parameter Value Comments (Data Source) Average Effluent Hardness (mg/L) [Total as, CaCO3 or (Ca+Mg)] 25 Default value Average Upstream Hardness (mg/L) [Total as, CaCO3 or (Ca+Mg)] 25 Default value 7Q10 summer (cfs) 0 Discharge is to UT 1 Q 10 (cfs) 0 RPA Permitted Flow (MGD) 0.1927 Max monthly average in previous 36 months Page 9 of 9 LOCALiQ StarNews I The Dispatch I Times -News Sun Journal I The Daily News I The Star The Free Press I Gaston Gazette PROOF OF PUBLICATION Ncdenr-Div. Of Water Resources Ncdenr-Div. Of Water Resources 1617 MAIL SERVICE CENTER RALEIGH NC 27699 STATE OF NORTH CAROLINA, COUNTY OF CLEVELAND The Star, a newspaper printed and published in the city of Shelby, and of general circulation in the County of Cleveland, State of North Carolina, and personal knowledge of the facts herein state and that the notice hereto annexed was Published in said newspapers in the issue: 07/15/2021 and that the fees charged are legal. Sworn to and subscribed before on 07/15/2021 Leg t� , State of WI, 'otmty Brown1121 •- S My commision expires Publication Cost: $106.50 Order No: 6070148 Customer No: 489035 PO #: THIS .IS NOT AN INVOICE! Please do not use this form for payment remittance. # of Copies: 1 SARAH BERTELSEN Notary Public State of Wisconsin PO Box 631245 Cincinnati, OH 45263-1245 Public Notice North Carolina Environmen- tal Management Commis- sion/NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Notice of Intent to Issue a NPDES Wastewater Permit NC0027197 Shelby WTP The North Carolina Environmen- tal Management Commission proposes to issue a NPDES wastewater discharge permit to the person(s) listed below. Written comments regarding the proposed permit will be accepted until 30 days after the publish date of this notice. The Director of the NC Division of Water Resources (DWR) may hold a public hearing should there be a significant degree of public interest. Please mail comments and/or informa- tion requests to DWR at the above address. Interested persons may visit the DWR at 512 N. Salisbury Street, Raleigh, NC 27604 to review information on file. Addi- tional information on NPDES permits and this notice may be found on our website: http://deq.nc.gov/about/divisi ons/water-resources/water- resou rces-pe r m i is/waste- wa to r-b r a n c h/n pd a s-wa s te- water/public-notices,or by calling (919) 707-3601. City of Shelby [PO Box 207, Shelby, NC 28151-0207] has requested renewal of permit NC0027197 for its WTP in Cleveland County. This permitted facil- ity discharges treated filter backwash, wash down, sedi- mentation basin, and stormwater wastewater to a UT to the First Broad River in the Broad River Basin. Currently total residual chlo- rine, turbidity, and total copper parameters are water quality limited. This discharge may affect future allocations in this segment of the First Broad River. July 15, 2021 #6070148 Page 1 of 1 NH3/TRC WLA Calculations Facility: Shelby WTP PermitNo. NC0027197 Prepared By: Brianna Young Enter Design Flow (MGD): Enter s7Q10 (cfs): Enter w7Q10 (cfs): 0.19271 0 0 Total Residual Chlorine (TRC) Daily Maximum Limit (ug/I) s7Q10 (CFS) DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (UG/L) Upstream Bkgd (ug/I) IWC (%) Allowable Conc. (ug/I) Fecal Coliform Monthly Average Limit: (If DF >331; Monitor) (If DF<331; Limit) Dilution Factor (DF) 0 0.19271 0.2987 17.0 0 100.00 17 Ammonia (Summer) Monthly Average Limit (mg NH3-N/I) s7Q10 (CFS) DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (MG/L) Upstream Bkgd (mg/I) IWC (%) Allowable Conc. (mg/I) Ammonia (Winter) Monthly Average Limit (mg NH3-N/I) w7Q10 (CFS) 200/100m1 DESIGN FLOW (MGD) DESIGN FLOW (CFS) STREAM STD (MG/L) 1.00 Upstream Bkgd (mg/I) IWC (%) Allowable Conc. (mg/I) Total Residual Chlorine 1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity Ammonia (as NH3-N) 1. If Allowable Conc > 35 mg/I, Monitor Only 2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals) 3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis) If the allowable ammonia concentration is > 35 mg/L, no limit shall be imposed 0 0.19271 0.2987 1.0 0.22 100.00 1.0 0 0.19271 0.2987 1.8 0.22 100.00 1.8 Fecal Coliform 1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni) Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators MAXIMUM DATA POINTS = 58 rREQUIRED DATA ENTRY Table 1. Project Information Facility Name WWTP/WTP Class NPDES Permit Outfall Flow, Qw (MGD) Receiving Stream HUC Number Stream Class ❑ CHECK IF HQW OR ORW WQS Shelby WTP PC-1 NC0027197 001 0.193 L UT to First Broad River 030501050702 ❑ Apply WS Hardness WQC 7Q10s (cfs) 7Q1Ow (cfs) 30Q2 (cfs) QA (cfs) 1Q10s (cfs) c 0.00 0.00 0.00 0.00 Table 2. Parameters of Concern Par01 Par02 Par03 Par04 Par05 Par06 Par07 Par08 Par09 Par10 Par11 0 Par12 Par13 Par14 Par15 Par16 Par17 Par18 Par19 Par20 Par21 Par22 Par23 Par24 0.00 Effluent Hardness 25 mg/L (Avg) Upstream Hardness 25 mg/L (Avg) Combined Hardness Chronic 25 mg/L Combined Hardness Acute 25 mg/L Data Source(s) ❑ CHECK TO APPLY MODEL Name WQS Type Chronic Modifier Acute PQL Units Arsenic Aquactic Life C 150 FW 340 ug/L Arsenic Human Health Water Supply C 10 HH/WS N/A ug/L Beryllium Aquatic Life NC 6.5 FW 65 ug/L Cadmium Aquatic Life NC 0.5899 FW 3.2396 ug/L Chlorides Aquatic Life NC 230 FW mg/L Chlorinated Phenolic Compounds Water Supply NC 1 A ug/L 4 Total Phenolic Compounds Aquatic Life NC 300 A ug/L Chromium III Aquatic Life NC 117.7325 FW 905.0818 ug/L Chromium VI Aquatic Life NC 11 FW 16 pg/L Chromium, Total Aquatic Life NC N/A FW N/A pg/L Copper Aquatic Life NC 7.8806 FW 10.4720 ug/L Cyanide Aquatic Life NC 5 FW 22 10 ug/L Fluoride Aquatic Life NC 1,800 FW ug/L Lead Aquatic Life NC 2.9416 FW 75.4871 ug/L Mercury Aquatic Life NC 12 FW 0.5 ng/L Molybdenum Human Health NC 2000 HH ug/L Nickel Aquatic Life NC 37.2313 FW 335.2087 pg/L Nickel Water Supply NC 25.0000 WS N/A pg/L Selenium Aquatic Life NC 5 FW 56 ug/L Silver Aquatic Life NC 0.06 FW 0.2964 ug/L Zinc Aquatic Life NC 126.7335 FW 125.7052 ug/L NC0027197 RPA - Freshwater, input 8/12/2021 REASONABLE POTENTIAL ANALYSIS H1 Effluent Hardness Date Data BDL=1/2DL Results 1 25 25 Std Dev. 2 Mean 3 C.V. 4 n 5 10th Per value 6 Average Value 7 Max. Value 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 H2 Use "PASTE SPECIAL Values" then "COPY" . Maximum data points = 58 Upstream Hardness N/A 25.0000 0.0000 1 25.00 mg/L 25.00 mg/L 25.00 mg/L Date Data BDL=1/2DL Results 1 25 25 Std Dev. N/A 2 Mean 25.0000 3 C.V. 0.0000 4 n 1 5 10th Per value 25.00 mg/L 6 Average Value 25.00 mg/L 7 Max. Value 25.00 mg/L 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 Use "PASTE SPECIAL Values" then "COPY" . Maximum data points = 58 NC0027197 RPA - Freshwater, data - 2 - 8/12/2021 REASONABLE POTENTIAL ANALYSIS Pall Copper Date Data BDL=1/2DL Results 1 10/17/2017 22 22 Std Dev. 2 1/16/2018 7 7 Mean 3 4/17/2018 < 50 25 C.V. 4 7/17/2018 11 11 n 5 10/16/2018 14 14 6 1/22/2019 < 5 2.5 Mult Factor = 7 4/23/2019 7 7 Max. Value 8 7/16/2019 24 24 Max. Pred Cw 9 10/22/2019 17 17 10 1/28/2020 71 71 11 4/21/2020 6 6 12 7/21/2020 8 8 13 10/20/2020 < 5 2.5 14 1/19/2021 230 230 15 4/27/2021 < 5 2.5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 Use "PASTE SPECIAL Values" then "COPY" . Maximum data points = 58 57.9277 29.9667 1.9331 15 2.50 230.00 ug/L 575.00 ug/L NC0027197 RPA - Freshwater, data - 3 - 8/12/2021 Shelby WTP NC0027197 Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators MAXIMUM DATA POINTS = 58 Qw (MGD) = 0.1927 1 Q1 OS (cfs) = 0.00 7Q1OS (cfs) = 0.00 7Q10W (cfs) = 0.00 30Q2 (cfs) = 0.00 Avg. Stream Flow, QA (cfs) = 0.00 Receiving Stream: UT to First Broad River HUC 030501050702 WWTP/WTP Class: PC-1 IWC% @ 1Q10S = 100 IWC% @ 7Q1OS = 100 IWC% @ 7Q1 OW = 100 IWC% @ 30Q2 = 100 IW%C @ QA = 100 Stream Class: C Outfall 001 Qw = 0.19270968 MGD COMBINED HARDNESS (mg/L) Acute = 25 mg/L Chronic = 25 mg/L PARAMETER TYPE NC STANDARDS OR EPA CRITERIA J a F m REASONABLE POTENTIAL RESULTS RECOMMENDED ACTION lied Chronic Standa d Acute n # Det. Max Pred Cw Allowable Cw Copper NC 7.8806 FW 10.4720 ug/L 15 11 575.00 Acute: 10.47 ___ _ _______ _____ Chronic: 7.88 9 value(s) > Allowable Cw RP shown - apply Monthly Monitoring with Limit _ _ _ _ _ _ _ _ _ ___ ___ RP shown - apply Monthly Monitoring with Limit Page 4 of 49 NC0027197 RPA - Freshwater, rpa 8/12/2021 Whole Effluent Toxicity Testing and Self Monitoring Summary SGLCarbon, LLC NC0005258/001 County: Burke Region: ARO Basin: CTB31 Mar Jun Sep Dec SOC _IOC: Ceri7dPF Begin: 3/1/2018 chr lim: 13% NonComp: Single 7Q10: 20.9 PF: 1.5 IWC: 10 Freq: Q J F M A M J J A S 0 N D 2017 Pass Pass - Pass - Pass 2018 - - Pass Pass - Pass - Pass 2019 - Pass Pass - Pass Pass 2020 - Pass Pass Pass Pass 2021 - - Pass - - - - - - SGWASA (S. Granville/Butner WWTP) NC0026824/001 County: Granville Region: RRO Basin: NEU01 Feb May Aug Nov SOC _IOC: Ceri7dPF Begin: 8/1/2013 chr lim: 90% NonComp: Single 7Q10: 0.09 PF: 5.5 IWC: 99 Freq: Q J F M A M J J A S 0 N D 2017 Fail >100 >100(P) >100 Pass >100(P) Pass >100(P) - - Pass >100(P) 2018 - Pass - Pass Pass - Pass Pass 2019 - Pass - - Pass Pass Pass 2020 Pass >100(P) - - Pass Pass - - Pass 2021 - Pass - - - - - - SGWASA WTP NC0058416 County: Granville Region: RRO Basin: NEU01 Jan Apr Jul Oct SOC JOC: Ceri7dPF Begin: 6/1/2018 Chr Monit: 90% NonComp: 7Q10: PF: 0.20 IWC: Freq: Q J F M A M J J A 5 0 N D 2017 Fail Fail Fail - Fail 2018 Pass - Pass Pass - Fail 2019 Fail - Fail Pass - Fail 2020 Fail - - Fail - - Fail - - Fail 2021 Fail - Fail Shelby WTP, City of NC0027197/001 County: Cleveland Region: MRO Basin: BRD04 Jan Apr Jul Oct SOC JOC: Ceri7dPF Begin: 6/1/2015 Chr Monit: 90% NonComp: 7Q10: PF: 0.400 IWC: Freq: Q J F M A M J J A S 0 N D 2017 Pass Pass - - Pass - Fail 2018 Pass - - Pass - - Fail - - Pass 2019 Pass - - Pass - - Pass - - Pass 2020 Fail - - Pass - - Pass - - Pass 2021 Pass - Pass - - Shelby WWTP NC0024538/001 County: Cleveland Region: MRO Ceri7dPF Begin: 12/1/2013 chr lim: 17% NonComp: Single 7Q10: 44.3 J F M A M J 2017 Pass 24.04(P) Pass >68(P) 2018 - Pass - - Pass 2019 - Pass - - Pass 2020 - Pass - - Pass 2021 Pass - J Basin: BRD04 Feb May Aug Nov SOC JOC: PF: 6.0 IWC: 17.0 Freq: Q A S 0 N Pass >68(P) - - Pass >68(P) Pass - - Pass Pass - - Pass Pass - - Pass Leeend: P= Fathead minnow (Pimohales oromelas). H=No Flow (facility is active). s = Solit test between Certified Labs Page 98 of 120 MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/18/21 Page 1 01 5 Permit: nc0027197 MRs Betweei 6 - 2016 and 6 - 2021 Facility Name: % Param Nam( % Major Minor: % Region: % County: % Violation Category:% Subbasin:% Program Category: Violation Action: % PERMIT: NC0027197 FACILITY: City of Shelby - Shelby WTP COUNTY: Cleveland REGION: Mooresville Limit Violation MONITORING OUTFALL LOCATION REPORT PARAMETER VIOLATION DATE FREQUENCY MEASURE UNIT OF LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 05-2017 001 10-2018 001 10-2018 001 12-2019 001 02-2020 001 11-2019 001 Reporting Violation MONITORING WELL REPORT Effluent Effluent Effluent Effluent Effluent Effluent LOCATION Chlorine, Total Residual Chlorine, Total Residual Chlorine, Total Residual Chlorine, Total Residual Chlorine, Total Residual pH PARAMETER 05/16/17 2 X month 10/02/18 2 X month 10/16/18 2 X month 12/03/19 2 X month 02/04/20 2 X month 11/19/19 2 X month VIOLATION DATE FREQUENCY MEASURE ug/I ug/I ug/I ug/I ug/I su UNIT OF 17 29 70.6 Daily Maximum Exceeded 17 19 11.8 Daily Maximum Exceeded 17 24 41.2 Daily Maximum Exceeded 17 41 141.2 Daily Maximum Exceeded 17 34 100 Daily Maximum Exceeded 6 4.8 20 Daily Minimum Not Reached LIMIT CALCULATED VALUE Over No Action, BPJ No Action, BPJ No Action, BPJ No Action, BPJ No Action, BPJ Proceed to NOV VIOLATION TYPE VIOLATION ACTION 03-2017 03-2018 03-2019 11 -2019 03-2020 07-2016 MW10 / CONV004258 11 -2016 MW10 / CONV004258 07-2017 MW10 / CONV004258 05/31/17 05/31/18 05/31/19 01/30/20 05/31/20 10/30/16 03/01/17 10/30/17 Late/Missing GW-59 Late/Missing GW-59 Late/Missing GW-59 Late/Missing GW-59 Late/Missing GW-59 Well Missing Well Missing Well Missing No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error None No Action, BIMS Calculation Error No Action, BPJ No Action, BIMS Calculation Error No Action, BIMS Calculation Error MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/18/21 Page 2 of 5 Permit: nc0027197 MRs Between 6 - 2016 and 6 - 2021 Region: % Violation Category:% Program Category: % Facility Name: % Param Nam(% County: % Subbasin:% Violation Action: % Major Minor: % PERMIT: NC0027197 FACILITY: City of Shelby - Shelby WTP COUNTY: Cleveland REGION: Mooresville Reporting Violation MONITORING UNIT OF WELL LOCATION PARAMETER VIOLATION FREQUENCY REPORT DATE MEASURE LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 11 -2017 MW10 / CONV004258 03/01/18 Well Missing No Action, BIMS Calculation Error 07-2016 MW11 / CONV004763 10/30/16 Well Missing No Action, BPJ 11 -2016 MW11 / CONV004763 03/01/17 Well Missing No Action, BIMS Calculation Error 07-2017 MW11 / CONV004763 10/30/17 Well Missing No Action, BIMS Calculation Error 11 -2017 MW11 / CONV004763 03/01/18 Well Missing No Action, BIMS Calculation Error 07 - 2016 MW12 / CONV005266 10/30/16 Well Missing No Action, BPJ 11-2016 MW12 / CONV005266 03/01/17 Well Missing No Action, BIMS Calculation Error 07-2017 MW12 / CONV005266 10/30/17 Well Missing No Action, BIMS Calculation Error 11-2017 MW12 / CONV005266 03/01/18 Well Missing No Action, BIMS Calculation Error 07-2016 MW13 / CONV005791 10/30/16 Well Missing No Action, BPJ 11-2016 MW13 / CONV005791 03/01/17 Well Missing No Action, BIMS Calculation Error 07-2017 MW13 / CONV005791 10/30/17 Well Missing No Action, BIMS Calculation Error 11-2017 MW13 / CONV005791 03/01/18 Well Missing No Action, BIMS Calculation Error 07-2016 MW14 / CONV000326 10/30/16 Well Missing No Action, BPJ 11-2016 MW14 / CONV000326 03/01/17 Well Missing No Action, BIMS Calculation Error 07-2017 MW14 / CONV000326 10/30/17 Well Missing No Action, BIMS Calculation Error 11-2017 MW14 / CONV000326 03/01/18 Well Missing No Action, BIMS Calculation Error MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/18/21 Page 3 of 5 Permit: nc0027197 Facility Name: Major Minor: % MRs Between 6 - 2016 and 6 - 2021 Param Nam( Region: County: % Violation Category:% Subbasin:% Program Category: % Violation Action: % PERMIT: NC0027197 FACILITY: City of Shelby - Shelby WTP COUNTY: Cleveland REGION: Mooresville Reporting Violation MONITORING WELL REPORT LOCATION PARAMETER VIOLATION FREQUENCY UNIT OF DATE MEASURE LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW14 / CONV000326 07-2019 MW4 / CONV001177 07 - 2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 Aluminum, Total (as Al) 07/31/19 3 X year Arsenic, Total (as As) 07/31/19 3 X year Cadmium, Total (as Cd) 07/31/19 3 X year Carbon, Tot Organic (TOC) 07/31/19 3 X year Chloride (as CI) Coliform, Total MF, Immed, LES Endo Agar Copper, Total (as Cu) 07/31/19 3 X year 07/31/19 3 X year 07/31/19 3 X year Nitrogen, Ammonia Total (as 07/31/19 3 X year N) Nitrogen, Nitrate Total (as N) 07/31/19 3 X year Ph, lab 07/31/19 3 X year Phenolics, Total Recoverable 07/31/19 3 X year Solids, Total Dissolved- 180 07/31/19 3 X year Deg.0 Zinc, Total (as Zn) 07/31/19 3 X year Aluminum, Total (as Al) 07/31/19 3 X year Arsenic, Total (as As) 07/31/19 3 X year Cadmium, Total (as Cd) 07/31/19 3 X year mg/I mg/I mg/I mg/I mg/I #/100m1 mg/I mg/I mg/I su mg/I mg/I mg/I mg/I mg/I mg/I Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/18/21 Page 4 of 5 Permit: nc0027197 MRs Between 6 - 2016 and 6 - 2021 Facility Name: % Param Nam( % Major Minor: % Region: County: % Violation Category:% Subbasin:% Program Category: % Violation Action: % PERMIT: NC0027197 FACILITY: City of Shelby - Shelby WTP COUNTY: Cleveland REGION: Mooresville Reporting Violation MONITORING WELL REPORT LOCATION PARAMETER VIOLATION DATE FREQUENCY MEASURE UNIT OF LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 07-2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07 - 2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07 - 2019 MW4 / CONV001177 07-2019 MW4 / CONV001177 07-2020 MW5 / CONV001686 11 -2020 MW5 / CONV001686 11 -2020 MW5 / CONV001686 11 -2020 MW5 / CONV001686 07-2020 MW6 / CONV002197 07-2020 MW7 / CONV002715 07-2020 MW8 / CONV003229 Carbon, Tot Organic (TOC) 07/31/19 3 X year Chloride (as CI) Coliform, Total MF, Immed, LES Endo Agar Copper, Total (as Cu) 07/31/19 3 X year 07/31/19 3 X year 07/31/19 3 X year Nitrogen, Ammonia Total (as 07/31/19 3 X year N) Nitrogen, Nitrate Total (as N) 07/31/19 3 X year Ph, lab 07/31/19 3 X year Phenolics, Total Recoverable 07/31/19 3 X year Solids, Total Dissolved- 180 07/31/19 3 X year Deg.0 Zinc, Total (as Zn) 07/31/19 3 X year 10/30/20 mg/I mg/I #/100m1 mg/I mg/I mg/I su mg/I mg/I mg/I Aluminum, Total (as Al) 11/30/20 Semi-annuall mg/I Conductivity 11/30/20 Semi-annuall umhos/cm Solids, Total Dissolved- 180 11/30/20 Semi-annuall mg/I Deg.0 10/30/20 10/30/20 10/30/20 Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Parameter Missing Well Missing Parameter Missing Parameter Missing Parameter Missing Well Missing Well Missing Well Missing No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error No Action, BIMS Calculation Error None None None None None None None MONITORING REPORT(MR) VIOLATIONS for: Report Date: 06/18/21 Page 5 of 5 Permit: nc0027197 MRs Between 6 - 2016 and 6 - 2021 Region: % Violation Category:% Program Category: % Facility Name: % Param Nam(% County: % Subbasin:% Violation Action: % Major Minor: % PERMIT: NC0027197 FACILITY: City of Shelby - Shelby WTP COUNTY: Cleveland REGION: Mooresville Reporting Violation MONITORING UNIT OF WELL LOCATION PARAMETER VIOLATION FREQUENCY REPORT DATE MEASURE LIMIT CALCULATED VALUE Over VIOLATION TYPE VIOLATION ACTION 07-2016 MW9 / CONV003723 10/30/16 Well Missing No Action, BPJ 11 -2016 MW9 / CONV003723 03/01/17 Well Missing No Action, BIMS Calculation Error 07-2017 MW9 / CONV003723 10/30/17 Well Missing No Action, BIMS Calculation Error 11 -2017 MW9 / CONV003723 03/01/18 Well Missing No Action, BIMS Calculation Error ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Director Mr. David Hux Utilities Director - Operations Town of Shelby P.O. Box 207 Shelby, NC 28151 Dear Mr. Hux: NORTH CAROLINA Environmental Quality December 13, 2019 Subject: Compliance Inspection City of Shelby WTP NPDES Permit No. NC0027197 Cleveland County Enclosed is a copy of the Compliance Inspection for the inspection conducted at the subject facility on December 10, 2019, by Ori Tuvia and Maria Schutte. Billy Wilkie's cooperation during the site visit was much appreciated. Please advise the staff involved with this NPDES Permit by forwarding a copy of the enclosed report. The report should be self-explanatory; however, should you have any questions concerning this report, please do not hesitate to contact Ori Tuvia at (704) 235-2190, or at ori.tuvia@ncdenr. gov. Cc: NPDES Unit MRO File 1:1E NORTH CAROLINA fliwMeM of EnNmnnen4l Qualms Sincerely, DocuSigned by: A4*04uw H P:zt, e F161F869A2D84A3... fo r W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ North Carolina Department of Environmental Quality I Division of Water Resources Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115 704.663.1699 United States Environmental Protection Agency EPA Washington, D.C. 20460 Water Compliance Inspection Report Form Approved. OMB No. 2040-0057 Approval expires 8-31-98 Section A: National Data System Coding (i.e., PCS) Transaction Code 1 IN I 2 21 I I I I NPDES yr/mo/day Inspection IF I 3 I NC0027197 111 12 I 19/12/10 117 Type 18 i 2 i I I I I I Inspector Fac Type 19 I sI 201 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 66 I I I I I 1 Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved 67I1.o I 70ILJ a I 71 IN I 72 I N I 731 I 17471 74 75I 1 I I I I I 1 I80 Section B: Facility Data Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include POTW name and NPDES permit Numbed Shelby WTP 801 W Grover St Shelby NC 28150 Entry Time/Date 01:30PM 19/12/10 Permit Effective Date 15/06/01 Exit Time/Date 02:30PM 19/12/10 Permit Expiration Date 20/05/31 Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) /// Billy J Wilkie/ORC/704-484-6885/ Other Facility Data Name, Address of Responsible Official/Title/Phone and Fax Number Contacted Ben Yarboro,824 W Grover St Shelby NC 28150//704-484-6840/ No Section C: Areas Evaluated During Inspection (Check only those areas evaluated) Permit Flow Measurement Operations & Maintenance Records/Reports Self -Monitoring Program Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters Laboratory Other Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) (See attachment summary) Name(s) and Signature(s) Maria Schutte Ori A Tuvia_— of Inspector(s) Agency/Office/Phone and Fax Numbers Date 12/13/2019 ,-DocuSigned by: DWR/Division of Water Quality/704-663-1699/ DWR/MRO WQ/704-663-1699/ BB057A2DE017498... Signature of Management Q A Reviewer Agency/Office/Phone and Fax Num rs Docusigned by: Date Andrew Pitner DWR/MRO WQ/704-663-1699 Ext.2180/ A4,414 H P4.4 12.13.19 F161FB69A2D84A3... EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page# 1 NPDES yr/mo/day Inspection Type 31 NC0027197 111 121 19/12/10 117 18 1 Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) Page# 2 Permit: NC0027197 Owner - Facility: Shelby WTP Inspection Date: 12/10/2019 Inspection Type: Compliance Evaluation Permit (If the present permit expires in 6 months or less). Has the permittee submitted a new application? Is the facility as described in the permit? # Are there any special conditions for the permit? Is access to the plant site restricted to the general public? Is the inspector granted access to all areas for inspection? Comment: The subject permit expires on May 31, 2020. Yes No NA NE • ❑ ❑ ❑ ▪ El El El ▪ El El El • ❑ ❑ ❑ Other Yes No NA NE Comment: On -site groundwater monitoring wells were viewed for continued maintenance. The wells were protected and maintained with locks present on the outer well casings. Utility poles stored near MW7 have been shifted to increase distance to approx. 25ft. Record Keeping Are records kept and maintained as required by the permit? Is all required information readily available, complete and current? Are all records maintained for 3 years (lab. reg. required 5 years)? Are analytical results consistent with data reported on DMRs? Is the chain -of -custody complete? Dates, times and location of sampling Name of individual performing the sampling Results of analysis and calibration Dates of analysis Name of person performing analyses Transported COCs Are DMRs complete: do they include all permit parameters? Has the facility submitted its annual compliance report to users and DWQ? (If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift? Is the ORC visitation log available and current? Is the ORC certified at grade equal to or higher than the facility classification? Is the backup operator certified at one grade less or greater than the facility classification? Is a copy of the current NPDES permit available on site? Facility has copy of previous year's Annual Report on file for review? Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ▪ ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ • ❑ ❑ ❑ ▪ ❑ ❑ ❑ ▪ ❑ ❑ ❑ ❑ ❑ ❑ • Page# 3 Permit: NC0027197 Owner - Facility: Shelby WTP Inspection Date: 12/10/2019 Inspection Type: Compliance Evaluation Record Keeping Yes No NA NE Comment: The permittee's records were organized and well maintained. DMRs, COCs, ORC visitation logs and calibration logs were reviewed for Septmber 2019 - November 2019. Effluent Sampling Is composite sampling flow proportional? Is sample collected below all treatment units? Is proper volume collected? Is the tubing clean? # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? Is the facility sampling performed as required by the permit (frequency, sampling type representative)? Yes No NA NE ❑ ❑ • ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ • ❑ ❑ ❑ Comment: The subject permit requires grab sampling. Sampling is performed below the lagoons before discharge to the receiving stream. Laboratory Are field parameters performed by certified personnel or laboratory? Are all other parameters(excluding field parameters) performed by a certified lab? # Is the facility using a contract lab? # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees? Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees? Yes No NA NE • ❑ ❑ ❑ ▪ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ Comment: pH and chlorine sampling are done by the facility. Shelby First Broad WWTP lab (Turbidity and TSS), Pace (metals) and ETT Environmental (Toxicity) have all been contracted to analyze samples. Operations & Maintenance Is the plant generally clean with acceptable housekeeping? Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge Judge, and other that are applicable? Comment: De -chlorination Type of system ? Is the feed ratio proportional to chlorine amount (1 to 1)? Is storage appropriate for cylinders? Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ Yes No NA NE ❑ ❑ ❑ • ❑ ❑ ❑ • Page# 4 Permit: NC0027197 Owner - Facility: Shelby WTP Inspection Date: 12/10/2019 Inspection Type: Compliance Evaluation De -chlorination Yes No NA NE # Is de -chlorination substance stored away from chlorine containers? ❑ ❑ ❑ • Are the tablets the proper size and type? ❑ ❑ • ❑ Comment: Liquid sodium thiosulfate is used for dechlorination. Disinfection Gas is used for water disinfection Are tablet de -chlorinators operational? Number of tubes in use? Comment: Lagoons Type of lagoons? # Number of lagoons in operation at time of visit? Are lagoons operated in? # Is a re -circulation line present? Is lagoon free of excessive floating materials? # Are baffles between ponds or effluent baffles adjustable? Are dike slopes clear of woody vegetation? Are weeds controlled around the edge of the lagoon? Are dikes free of seepage? Are dikes free of erosion? Are dikes free of burrowing animals? # Has the sludge blanket in the lagoon (s) been measured periodically in multiple locations? # If excessive algae is present, has barley straw been used to help control the growth? Is the lagoon surface free of weeds? Is the lagoon free of short circuiting? Comment: The facility is equipped with two 0.72 MGD lagoons. Flow Measurement - Effluent # Is flow meter used for reporting? Is flow meter calibrated annually? Is the flow meter operational? (If units are separated) Does the chart recorder match the flow meter? Comment: Flow meter is calibrated annually ❑ ❑ • ❑ Yes No NA NE 2 Parallel • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ • ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ▪ ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ • ❑ Page# 5 Permit: NC0027197 Owner - Facility: Shelby WTP Inspection Date: 12/10/2019 Inspection Type: Compliance Evaluation Effluent Pipe Is right of way to the outfall properly maintained? Are the receiving water free of foam other than trace amounts and other debris? If effluent (diffuser pipes are required) are they operating properly? Comment: Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ • ❑ Page# 6 ROY COOPER Governor MICHAEL S. REGAN Sccrrrary LINDA CULPEPPER ra, Environmental Quality City of Shelby Attn: David W. Hux, Dir. of Water Resources PO Box 207 Shelby, NC 28151 Subject: Permit Renewal Application No. NC0027197 Shelby WTP Cleveland County NORTH CAROLINA November 21, 2019 Dear Applicant: The Water Quality Permitting Section acknowledges the November 21, 2019 receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://deci.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. ec: WQPS Laserfiche File w/application D 9-s) Sincerely, Wren Thedford Administrative Assistant Water Quality Permitting Section North Caro na Department of Env ran rrenta Qra:ty I D vs.on of Water Resources Mooresv aRegiQna Off oeI€10East Center Avenue,Suto3O1IMooresv,e,North Caro na28115 704-663-1699 Shelb NORTH CAROLINA Post Office Box 207 • Shelby, NC 28151-0207 November 14, 2019 NCDENR Division of Water Quality / NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: Shelby Water Treatment Plant NPDES NC0027197 — Renewal Application Dear NPDES Unit: Attached you will find the City of Shelby's Water Treatment Plant NPDES Permit NC0027197 renewal package. Our permit is set to expire May 31, 2020. RECEIVED Nov 21 2019 NCDEQIDWRINPDES Please contact me at 704-484-6840 if you have any questions or if you need additional information. Sincerely, $A?6 David Hux Director of Water Resources Cc: Brad Greene; Plant Operations Superintendent Michael Mull; Plant Supervisor/ORC Certified Mail 7019 1640 0001 8012 6688 www.cityofshelby.com NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number NC0027197 If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Facility Name Mailing Address City State / Zip Code Telephone Number Fax Number e-mail Address City of Shelby Shelby Water Treatment Plant PO Box 207 Shelby NC 28151-0207 (704)484-6840 (704)484-6808 david.hux@cityofshelby.com 2. Location of facility producing discharge: Check here if same as above ❑ Street Address or State Road City State / Zip Code County 801 West Grover Street Shelby NC 28150 Cleveland 3. Operator Information: Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name Mailing Address City State / Zip Code Telephone Number Fax Number 4. Ownership Status: Federal o City of Shelby PO Box 207 Shelby NC 28151-0207 (704)484-6840 (704)484-6808 State ❑ 5. Type of treatment plant: Private ❑ Public Page 1 of 3 Version 5/2012 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants ® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by filtration and disinfection) ❑ Ion Exchange (Sodium Cycle Cationic ion exchange) ❑ Green Sand Filter (No sodium recharge) ❑ Membrane Technology (RO, nanofiltration) Check here if the treatment process also uses a water softener 6. Description of source water(s) (i.e. groundwater, surface water) Surface Water - Primary Intake First Broad River, Secondary Intake Broad River 7. Describe the treatment process(es) for the raw water: Water is pumped from the river into a series of three reservoirs at the WTP. The raw water is mixed and chemicals are added for coagulation. After mixing in the flocculators (12) water flows into the settling basins (10) for solids settling and removal. The water then flows through the filters (8) for filtering. After the filters corrosion inhibitor, fluoride, and chlorine are added to the finish water and then pumped to the distribution system. 8. Describe the wastewater and the treatment process(es) for wastewater generated by the facility: Some storm water from the facility, online analyzer discharge water, filter backwash water, wash down water, and residuals from the sedimentation basins flow to the residuals lagoons. Backwash water is dechlorinated with sodium thiosulfate prior to entering the lagoons. The discharge is analyzed periodically and flow discharge is measured. Reject flow listed in item 11 below is an annual average of discharge from the lagoons and includes other flows as listed above. 9. Number of separate discharge points: 1 Outfall Identification number(s) 001 10. Frequency of discharge: Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: 7 days 11. Plant design potable flowrate 12 MGD Backwash or reject flow 0.096 MGD Duration: 4 to 6 hours 12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): Unnamed tributary of the First Broad River 13. Please list all water treatment additives, including cleaning chemicals or disinfection treatments, that have the potential to be discharged. Alum / aluminum sulfate Iron sulfate / ferrous sulfate Yes X No Yes No X Page 2 of 3 Version 5/2012 NPDES PERMIT APPLICATION - SHORT FORM C - WTP For discharges associated with water treatment plants Fluoride Yes X No Ammonia nitrogen / Chloramines Yes No X Zinc -orthophosphate or sweetwater CP1236 Yes No X List any other additives below: Chlorine, Carbon, Caustic, sodium thiosulfate and F35 corrosion inhibitor 14. Is this facility located on Indian country? (check one) Yes ❑ No 15. Additional Information: Provide a schematic of flow through the facility, include flow volumes at all points in the water treatment process. The plan should show the point[s] of addition for chemicals and all discharges routed to an outfall [including stormwater]. Solids Handling Plan 16. NEW Applicants Information needed in addition to items 1-15: New applicants are highly encouraged to contact a permit coordinator with the NCDENR Customer Service Center. Was the Customer Service Center contacted? ❑ Yes ❑ No - Analyses of source water collected Engineering Alternative Analysis Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a water quality model. 17. Applicant Certification I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. David W Hux Director of Water Resources P inted narnof Per Signing Title Signature of Applicant ' Date North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) Page 3 of 3 Version 5/2012 )Pumping Capacity 14 MGD City of Shelby - Water Treatment Plant Schematic Flows > 8.0 MGD • Floc Floc Floc Flows > 8.0 MGD Floc Floc Floc •Rowimiumoc‘ Flows > 8.0 MGD IIIVault/Splitter Box Clear Well Flocculator Pumping Station '+ IIISettling Basins III Hi Service Pumps IIFilters (2 MGD each) Residuals Lagoons Alum ' Caustic Carbon C donne Sodium Thiosulfate Fluoride Copper Sulfate SB SB SB SB SB SB SB SB SB SB Reservoir Mixer NPDES Discharge Solids Corrosion Inhibitor To Distribution 8.0 MGD SI1e11)'A4 4 Map Produced By: City of Shelby GIS Office Map Information. Datum: NAD 1983 Coordinate- Stale Plane Zone: North Carolina 3200 Shelby Water Treatment NPDES Discharge Outfall 001 Scale: 1" = 200` Outfal 1001 81°33'36' W 35°18'6"N Date. 12/21/07 Any zoning data contained in this map is an approximate representation of the zoning boundaries of the city of Shelby and should not be interpreted as an atheist boundary. This reap is not a substitute for an actual survey.This map is not to be used for conwyances.Utility locations shown lire appmsimate.This map should not be used as a definitive means to locate utility features. FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: City of Shelby Water Treatment Plant; NC0027197 Renewal Broad Sludge Management Plan For City of Shelby Water Treatment Plant NPDES Permit # NC0027197 The City of Shelby operates a 12.0 MGD Water Treatment Facility located on 801 W. Grover Street. The Water Treatment Facility has an NPDES Permit with the State of North Carolina to discharge water to an unnamed tributary of the First Broad River. The water discharged to the stream is generated by the filter washing and solids settling basins in the water treatment process. Some storm water from the water plant site discharges to these lagoons The system consists of a 30-inch line conveying the backwash water and sediment to two (2) — 1.5 MG gravity lagoons located to the west of the of the water plant. These lagoons are each equipped with 6- inch decant lines and valves. Solids are introduced to a single basin and allowed to settle. Once solids are settled, the operators then control the decanting while meeting the requirements set forth in the NPDES Permit for discharge. The other basin is completely taken out of service and allowed to dry. Once dried the residuals are removed with heavy equipment and trucked to an approved landfill for disposal. Back-up Options In the event of inclement weather or problems involving the disposal of water treatment residuals, the City of Shelby would contract with a local firm for dewatering and disposal. ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Director City of Shelby Attn: David W. Hux, Dir. of Water Resources PO Box 207 Shelby, NC 28151 Subject: Permit Renewal Application No. NC0027197 Shelby WTP Cleveland County NORTH CAROLINA Environmental Quality November 21, 2019 Dear Applicant: The Water Quality Permitting Section acknowledges the November 21, 2019 receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://deq. nc.gov/permits-regulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. Sincerely, Wren Thedford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application North Caro raDepartrnentofEnvronmental Quality I DivsionofWater Resources Mooresv e Reg ona Off oe €1OEast Center Avenue, Suite 301I Macresv;e,North Caro±°na28115 704$o3-1699 From: To: Cc: Subject: Date: Hux, David Carpenter, Sydney Greene, Brad; Wilkie, Billy; Nicholas Payne [External] RE: Final Permit for Shelby WTP (NC0027197) Friday, September 17, 2021 9:11:10 AM CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. We have received the revised permit. David Hux Director of Water Resources City of Shelby PO Box 207 Shelby, North Carolina 28151-0207 Phone 704-484-6840 Shelby NORTH CAROLIN From: Carpenter, Sydney <sydney.carpenter@ncdenr.gov> Sent: Thursday, September 16, 2021 5:06 PM To: Hux, David <David.Hux@cityofshelby.com> Cc: Greene, Brad <Brad.Greene@cityofshelby.com>; Wilkie, Billy <Billy.Wilkie@cityofshelby.com>; Nicholas Payne <nicholas.payne@cityofshelby.com> Subject: Final Permit for Shelby WTP (NC0027197) Hello, The renewed permit for Shelby WTP (NC0027197) has been issued. Please respond to this email confirming that you received the attached document(s), were able to open and view the document(s) and have saved/printed a copy for your records. Thanks, Sydney Carpenter Environmental Specialist 1 Compliance and Expedited Permitting Unit Division of Water Resources N.C. Department of Environmental Quality Office: 919-707-3712 sydney.carpenter@ncdenr.gov 1617 Mail Service Center Raleigh, NC 27699-1617 �EQ Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Hux, David <David.Hux@cityofshelby.com> Sent: Thursday, September 2, 2021 4:49 PM To: Carpenter, Sydney <sydney.carpenter@ncdenr.gov> Cc: Greene, Brad <Brad.GreenePcityofshelby.com>; Wilkie, Billy<Billy.WilkiePcityofshelby.com>; Nicholas Payne <nicholas.payne@cityofshelby.com> Subject: RE: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197) CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Electronic transmittal is acceptable. Thanks David Hux Director of Water Resources City of Shelby PO Box 207 Shelby, North Carolina 28151-0207 Phone 704-484-6840 Shelbv_ From: Carpenter, Sydney <sydney.carpenter@ncdenr.gov> Sent: Thursday, September 2, 2021 11:00 AM To: Hux, David <David.Hux@cityofshelby.com> Subject: RE: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197) Hi David, The permit renewal for Shelby WTP is in the last stage of the renewal process and awaiting final review and signature by my supervisor. Once the permit is issued, we can either send you a hard copy via mail or an electronic copy (in pdf format) via email. If you are okay with the transmittal of documents related to your permitting and related activities with the Division in an electronic format, then please respond to this email with your approval. Thanks, Sydney Carpenter Environmental Specialist 1 Compliance and Expedited Permitting Unit Division of Water Resources N.C. Department of Environmental Quality Office: 919-707-3712 sydney.carpenter@ncdenr.gov 1617 Mail Service Center Raleigh, NC 27699-1617 C)-e Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Young, Brianna A <Brianna.Young@ncdenr.gov> Sent: Wednesday, September 1, 2021 3:48 PM To: Hux, David <David.HuxPcityofshelby.com> Cc: Carpenter, Sydney <sydney.carpenter@ncdenr.gov> Subject: RE: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197) David, I am no longer working with the Division of Water Resources. Sydney Carpenter (copied on this email) has taken over the renewal of the Shelby WTP NPDES permit. Sydney, can you please provide David a status update? Thank you, Brianna Young, MS (she/her) Environmental Program Consultant Industrial Individual Permits Coordinator Stormwater Program NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Youngc ncdenr.gov (e-mail preferred during State of Emergency) 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time. From: Hux, David <David.HuxPcityofshelby.com> Sent: Wednesday, September 1, 2021 3:10 PM To: Young, Brianna A <Brianna.YoungPncdenr.gov> Subject: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197) CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Do you have an idea when will we receive final NPDES permit? Thanks David Hux Director of Water Resources City of Shelby PO Box 207 Shelby, North Carolina 28151-0207 Phone 704-484-6840 Shelby NORTH CAROLIN From: Young, Brianna A <Brianna.Young@ncdenr.gov> Sent: Tuesday, July 13, 2021 7:05 AM To: Hux, David <David.Hux@cityofshelby.com> Subject: Draft NPDES Permit for Shelby WTP (NC0027197) Good morning, Attached is the draft NPDES permit for the Shelby WTP (NC00271697), which has been submitted to public notice. A hard copy of this permit has been placed in the mail to Rick Howell, City Manager. Please provide any comments by August 12, 2021. Thank you, Brianna Young, MS (she/her) Environmental Specialist II Compliance and Expedited Permitting Unit NC DEQ/ Division of Water Resources Brianna.YoungPncdenr.gov (e-mail preferred during State of Emergency) 919-707-3619 (office) Mailing address: 1617 Mail Service Center, Raleigh, NC 27699-1617 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time. ***This message came from outside the City of Shelby network. Please be careful in opening attachments you are not expecting or clicking on links in messages. If you have any questions, please contact Mark at 6858 or Jeff at 6578.*** ***This message came from outside the City of Shelby network. Please be careful in opening attachments you are not expecting or clicking on links in messages. If you have any questions, please contact Mark at 6858 or Jeff at 6578.*** ***This message came from outside the City of Shelby network. Please be careful in opening attachments you are not expecting or clicking on links in messages. If you have any questions, please contact Mark at 6858 or Jeff at 6578.***