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NC0021733_Fact Sheet_20220505
Fact Sheet NPDES Permit No. NC0021733 Permit Writer/Email Contact: Diana Yitbarek/diana.yitbarek@ncdenr.gov Date:5/5/2022 Division/Unit:NC DEQ Division of Water Resources/NPDES Municipal Permitting Unit Fact Sheet Template: Version 1/9/2017 Permitting Action: ▪ Renewal ❑ Renewal with Expansion ❑ New Discharge ❑ Modification(Fact Sheet should be tailored to mod request) 1. Basic Facility Information Table 1. Facility Information Facility Information Applicant/Facility Name: Town of Marshall-Wastewater Treatment Plant(WWTP) Applicant Address: P.O.Box 548,Marshall,NC 28753 Facility Address: NCSR 1001,Marshall,NC 28753 Permitted Discharge Flow: 0.40 million gallons per day(MGD) Facility Type/Waste: Minor Municipal/98.8%Domestic and 1.2%Industrial' Facility Class: Class II Biological- 15A NCAC 08G.0302 Treatment Units: • Influent bar screen • Oxidation ditch Oxidation ditch with rotary aerators • 36-foot circular clarifier with sludge return • 90-degree v-notch weir • Ultrasonic totalizing flow meter • Aerated sludge-digestion tank with floating mechanical aerator • Sludge belt press(polymer added) • 10,000-gallon sludge holding tank • Sludge drying equipment(loft x 20ft wedge wire screen) • UV disinfection • 12.5%sodium hypochlorite liquid feed system(backup chlorination) • Calcium thiosulfate liquid feed system(backup de-chlorination) • 8-inch gravity outfall with flap valve • 50 kW emergency generator Pretreatment Program Y—modified with STMP (Y/N/Inactive) County: Madison Region: Asheville Regional Office(ARO) 1 Percentage based on the current permitted industrial flow. Page 1 of 11 Permitting Action:The Town of Marshall(Town)applied for NPDES permit renewal for its WWTP in May 2020. The WWTP has a design capacity of 0.4 MGD and is currently authorized to discharge 0.4 MGD into the French Broad River, a class B stream.The class B denotes use in primary recreational activities. This WWTP is rated as a Class II Facility at 0.4 MGD —monitoring frequencies given reflect this classification. The Marshall WWTP (Facility) serves about 1000 customers within the Town. The Facility has a modified pretreatment program with a Short-Term Monitoring Plan (STMP). It has one categorical SIU, Derringer-Ney, a machining manufacturer authorized to discharge 0.005 MGD. Facility Background: In the early 2000's,the Facility installed UV disinfection with a liquid chlorine backup due to the new fecal coliform limit imposed with the water reclassification from class C to class B waters.In 2011 the French Broad River was impaired for fecal coliform at ambient monitoring site E5120000,located about 0.3 miles Upstream from the outfall.The stream segment is no longer impaired.For more information,see the 2011 French Broad Basin Plan. 2. Receiving Waterbody Information: Table 2. Receiving Waterbody Information Outfalls/Receiving Stream(s): Outfall 001 [35.796944,-82.688889]/French Broad River Stream Segment/Assessment 6-(54.75) Unit(AU): Stream Classification: Summer 7Q10(cfs) 535* Winter 7Q10(cfs): 682* 30Q2(cfs): 1030* Average Flow(cfs): 2488* Instream Waste Concentration 90%-Acute Test at 0.40 MGD Fathead Minnow(Pimephales (IWC)(%effluent): promelas) [1999 WET Strategy] 2020 303(d)listed/parameter: No Subject to TMDL/parameter: Yes/Mercury Statewide TMDL implemented in 2012 Basin/Sub-basin/Hydrologic unit French Broad River Basin/04-03-04/0601010511 code(HUC): USGS Topo Quad/State Grid: Marshall *Statistical data taken from the previous fact sheet per Division's guideline. 3. Effluent Data Summary Effluent data for Outfall 001 is summarized below from August 2017-November 2021. Table 3. Effluent Data Summary with permit limits Outfall 001. Parameters listed as in the last permit. Parameter Units Average Max. Min. Permit Limit* Flow MGD 0.09 0.98 0.001 MA 0.40 MGD BOD5 mg/I 6.4 67.0 2.0 MA 30.0 mg/1 Page 2 of 11 WA 45.0 mg/1 BOD5removal % 97.8 99.5 92.1 >85 Total Suspended Solids 10.2 60.0 3.7 MA 30.0 mg/1 (TSS) mg/1WA 45.0 mg/1 TSS removal % 96.2 99.7 82.6 >85 NH3N mg/1 1.6 28.0 0.1 Temperature °C 18 31 6 pH SU 7.2 8.2 6.7 6.0<pH<9.0 Fecal Coliform #/100 ml 29.9 600.0 1.0 MA 200/100m1 WA 400/100m1 Total Residual Chlorine µg/1 28.8 48.0 7.0 DM 28.00 µg/1 (TRC) Total Copper µg/1 35.3 1090 0.8 Total Zinc µg/1 73.1 190 26 Total Nitrogen(TN) mg/1 6.8 21.1 1.2 Total Phosphorus(TP) mg/1 2.9 7.8 0.1 *MA-Monthly Average,WA-Weekly Average,DM-Daily Maximum Table 4. Effluent Data Summary from expanded effluent pollutant scan at Outfall 001 Parameter Units Average Max. Cyanide µg/1 6.4 11 Chloroform µg/1 7.2 12.8 Toluene µg/1 1.1 2.4 Total Phenolic µg/1 12.1 <71 Compounds Mercury* ng/1 7.9 25.9 *See section 6.6 Mercury Statewide Total Maximum Daily Load(TMDL)Evaluation Sample results for the sampled metals (arsenic, beryllium, cadmium, chromium, lead, molybdenum, nickel, selenium, and silver) and organics not included above were less than the method detection limit. 4. Instream Data Summary Instream monitoring may be required in certain situations,for example, 1)to verify model predictions when model results for instream DO are within 1 mg/1 of instream standard at full permitted flow;2)to verify model predictions for outfall diffuser; 3)to provide data for future total maximum daily load (TMDL);4)based on other instream concerns. Instream monitoring may be conducted by the Permittee, and there are also Monitoring Coalitions established in several basins that conduct instream sampling for the Permittee(in which case instream monitoring is waived in the permit as long as coalition membership is maintained). Instream data summary and instream monitoring proposed for this permit action: Ambient Monitoring System (AMS)Station E5 120000 is present upstream of the discharge (by March 2022 this station provided data up to February 2020). Sampling did not occur at this AMS station from March 2020 to September 2021 due to covid related safety concerns.Regular sampling was not occurring after 2021.The charts below summarize upstream and effluent data from the analyzed period, January 2017 -January 2020 (Fig. 1). Page 3 of 11 Figure 1. Upstream/instream and effluent data summary for T,pH,TSS,and Fecal Temperature,°C pH, Standard Units 40 10 30 • 8 GOO gam. 6 20 1116 10 O. Ai 2 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 •Instream •Effluent •Instream •Effluent TSS, mg/I Fecal Coliform,#/100 ml 150 800 • 600 • • • 100 • i 400 50 • • • F!. •H • •. 1 I 200• _ Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 •Instream •Effluent •Instream •Effluent Is this facility a member of a Monitoring Coalition with waived instream monitoring(Y/N):N Name of Monitoring Coalition:NA 5. Compliance Summary From January 2017 to March 2022,the Facility received one notice of violation (NOV) and four Enforcement Cases for violating the monitoring frequency for fecal coliform, Total Nitrogen, Total Phosphorous. One Enforcement Case proceeded after the Facility missed reporting the Annual Pollutant Scan for 2018. There were no limit violations within this reporting permit cycle. Summary of the compliance record with aquatic toxicity test limits and any second species test results (past 5 years): The Facility passed sixteen of sixteen quarterly acute toxicity tests from February 2018 to November 2021. The Facility failed to comply with all four 2nd species;however,the Aquatic Toxicity Branch prepared an expedited compliance schedule. The Facility completed its four-second species test in May, June, July, and August 2021. The Division expects the Permittee to complete the sampling when collecting the quarterly toxicity test each year and must represent seasonal variation [i.e., do not sample in the same quarter every year]. See Special Condition A. (4.)d. for additional information on this testing. Summary of the results from the most recent compliance inspection: The last compliance evaluation conducted in October 2016 by ARO representative, Jeff Menzel reported issues with replacement parts for return pumps and confirmed that both aerators were operational. The last pretreatment compliance inspection was conducted in September 2018 by ARO representative, Daniel Boss. No compliance issues are noted at this time. Page 4 of 11 6. Water Quality-Based Effluent Limitations (WQBELs) 6.1 Dilution and Mixing Zones In accordance with 15A NCAC 2B.0206,the following stream flows are used for dilution considerations for development of WQBELs: 1Q10 streamflow(acute Aquatic Life); 7Q10 streamflow(chronic Aquatic Life; non-carcinogen MI); 30Q2 streamflow(aesthetics); annual average flow(carcinogen,HH). Streamflow statistical values were extracted from the previous fact sheets (1996-2016),per Division's guideline. If applicable, describe any other dilution factors considered(e.g., based on CORMIX model results):NA If applicable, describe any mixing zones established in accordance with 15A NCAC 2B.0204(b): NA 6.2 Oxygen-Consuming Waste Limitations Limitations for oxygen-consuming waste (e.g.,BOD)are generally based on water quality modeling to ensure protection of the instream dissolved oxygen(DO)water quality standard. Secondary TBEL limits(e.g.,BOD= 30 mg/1 for Municipals)may be appropriate if deemed more stringent based on dilution and model results. If permit limits are more stringent than TBELs, describe how limits were developed: The current permit limits for BOD are based on secondary treatment requirements(30 mg/1 for Monthly Average, and 45 mg/1 for Weekly Average).No changes for BOD are proposed for this permit cycle. The current permit does not require instream nor effluent monitoring for dissolved oxygen. Since the discharge location is not water quality limited no changes are proposed. 6.3 Ammonia and Total Residual Chlorine Limitations The limitations for ammonia are based on protection of aquatic life utilizing an ammonia chronic criterion of 1.0 mg/1(summer)and 1.8 mg/1(winter). Acute ammonia limits are derived from chronic criteria,utilizing a multiplication factor of 3 for Municipals and a multiplication factor of 5 for Non-Municipals. Limitations for Total Residual Chlorine(TRC)are based on the NC water quality standard for protection of aquatic life (17 ug/1)and capped at 28 ug/1(acute impacts). Due to analytical issues, all TRC values reported below 50 ug/1 are considered compliant with their permit limit. Describe any proposed changes to ammonia and/or TRC limits for this permit renewal: Ammonia: The current permit does not set limits for ammonia. Based on a waste load allocation (WLA) calculation, with the stream's 7Q10s of 535 cfs, no ammonia limits are imposed. The average of the ammonia concentration results in the last 4 years was 1.6 mg/L. See ammonia data trend in figure below. The effluent monitoring frequency for ammonia continues to be 2/month,per the current facility grade, II. TRC: The facility uses sodium hypochlorite as its primary disinfection.The current permit limits TRC at 28 ug/L (daily maximum). The facility is considered compliant with its permit since all reported values were < 50 ug/L. No changes are proposed for TRC in this permit cycle. Page 5 of 11 Figure 2. Ammonia and TRC effluent data summary from August 2017 to August 2021. Ammonia, mg/L 30 25 20 15 - 10 5 0 vim _ _ • #•"0"d J\** Lo• ••A`N.•••• •A/4.N . 8/2/2017 8/2/2018 8/2/2019 8/2/2020 8/2/2021 TRC, ug/L 60 50 40 30 20 10 0 8/2/2017 8/2/2018 8/2/2019 8/2/2020 8/2/2021 6.4 Reasonable Potential Analysis(RPA) for Toxicants The need for toxicant limits is based upon a demonstration of reasonable potential to exceed water quality standards, a statistical evaluation that is conducted during every permit renewal utilizing the most recent effluent data for each outfall. The RPA is conducted in accordance with 40 CFR 122.44(d)(i). The NC RPA procedure utilizes the following: 1) 95%Confidence Level/95% Probability;2)assumption of zero background; 3)use of V2 detection limit for"less than"values;and 4) stream flows used for dilution consideration based on 15A NCAC 2B.0206. Effective April 6,2016,NC began implementation of dissolved metals criteria in the RPA process in accordance with guidance titled NPDES Implementation oflnstream Dissolved Metals Standards, dated June 10, 2016. The RPAs were conducted for the permitted flow of 0.4 MGD with a 7Q1OS of 535 cubic feet per second (cfs) and site-specific hardness values on the effluent toxicant data collected from 8/2017 to 11/2021 in discharge monitoring reports(DMRs), and the Facility's 2019,2021, and 2022 effluent pollutant scans.Data from the 2016 and partial 2018 effluent pollutant scans was also included in the RPA assessment. The Town has not tested for any additional pollutants either with or without certified methods in the last 5 years. Pollutants of concern included toxicants with positive detections and associated water quality standards/criteria. The data set was limited(n<9)for arsenic,beryllium,cadmium,chromium,cyanide,lead,molybdenum,nickel, selenium, silver, chloroform, toluene, and total phenolic compounds. Based on this analysis,the following permitting actions are proposed for this permit: Page 6 of 11 • Effluent Limit with Monitoring. The following parameters will receive a water quality-based effluent limit(WQBEL) since they demonstrated a reasonable potential to exceed applicable water quality standards/criteria: None • Monitoring Only. The following parameters will receive a monitor-only requirement since they did not demonstrate reasonable potential to exceed applicable water quality standards/criteria,but the maximum predicted concentration was>50%of the allowable concentration: None • No Limit or Monitoring: The following parameters will not receive a limit or monitoring, since they did not demonstrate reasonable potential to exceed applicable water quality standards/criteria, and the maximum predicted concentration was <50% of the allowable concentration: arsenic, beryllium, cadmium, chromium, copper, cyanide, lead, molybdenum, nickel, selenium, silver, zinc, chloroform, toluene, and total phenolic compounds. Arsenic, cadmium, chromium, copper, lead, mercury, molybdenum, nickel, selenium, silver, and zinc are pollutants of concern(POCs)currently listed in the 2011 Short-Term Monitoring Plan(STMP).The Headworks Analysis (HWAs), allocation table (AT), and STMP need to be updated within 180 days of the effective date of this NPDES permit(or any subsequent permit modification). • POTW Effluent Pollutant Scan Review: Three full effluent pollutant scans were evaluated for additional pollutants of concern. The most recent PPAs, sampled in March 2018,August 2019, and July 2021,were reviewed. o The following parameter(s)will receive a water quality-based effluent limit(WQBEL)with monitoring, since as part of a limited data set,two samples exceeded the allowable discharge concentration: None o The following parameter(s)will receive a monitor-only requirement, since as part of a limited data set, one sample exceeded the allowable discharge concentration: None Print out of the RPA results as well as a copy of the Dissolved Metals Implementation for freshwater are attached to this Fact Sheet. 6.5 Toxicity Testing Limitations Permit limits and monitoring requirements for Whole Effluent Toxicity(WET)have been established in accordance with Division guidance (per WET Memo, 8/2/1999). Per WET guidance, all NPDES permits issued to Major facilities or any facility discharging"complex"wastewater(contains anything other than domestic waste)will contain appropriate WET limits and monitoring requirements,with several exceptions. The State has received prior EPA approval to use an Alternative WET Test Procedure in NPDES permits,using single concentration screening tests,with multiple dilution follow-up upon a test failure. Describe proposed toxicity test requirement: This is a Minor Publicly Owned Treatment Work(POTW)with an active pretreatment program, and an acute WET limit will continue a quarterly frequency at Outfall 001 at 90% using Fathead minnow. 6.6 Mercury Statewide Total Maximum Daily Load(TMDL)Evaluation There is a statewide TMDL for mercury approved by EPA in 2012.The TMDL target was to comply with EPA's mercury fish tissue criteria (0.3 mg/kg) for human health protection. The TMDL established a wasteload allocation for point sources of 37 kg/year(81 lbs/year) and is applicable to municipals and industrial facilities with known mercury discharges. Given the small contribution of mercury from point sources(-2%of total load), the TMDL emphasizes mercury minimization plans (MMPs) for point source control. Municipal facilities > 2 MGD and discharging multiple quantifiable levels of mercury(>1 ng/1)received an MMP requirement.Industrials are evaluated on a case-by-case basis,depending if mercury is a pollutant of concern. Effluent limits may also be Page 7 of 11 added if any of the annual average effluent concentrations exceed the WQBEL value (based on the NC WQS of 12 ng/1)and/or if any individual value exceeds a TBEL value of 47 ng/1. A mercury evaluation was conducted in accordance with the Permitting Guidance developed for the implementation of the statewide Mercury TMDL to determine the need for a limit. Below find summaries of compliance mercury data from 2016 to 2022. Based on the dataset, the water quality-based effluent limitation (WQBEL) for mercury is 10366.8 ng/1 for 0.4 MGD. Table 5.Mercury Effluent Data Summary-0.4 MGD 2016 2018 2020 2021 2022 #of Samples 1 1 1 1 1 Mercury Annual Average(ng/l) 1.0 0.5 0.5 25.9 6.0 Mercury Annual Max(ng/l) 1.0 0.5 0.5 25.9 6.0 TBEL(ng/l) 47 WQBEL(ng/1) 10366.8 Describe proposed permit actions based on mercury evaluation: No annual average mercury concentration exceeded the WQBEL in this permit cycle,and no individual mercury sample exceeded the TBEL.The maximum value reported in this period was 25.9 ng/1. Mercury evaluation failed to use EPA Method 1631E for all the reported samples within this permit cycle. The Division expects the Permittee to use Method 1631E for future mercury sampling.Mercury is required to be sampled via the Effluent Pollutant Scans and the STMP. 6.7 Other TMDL/Nutrient Management Strategy Considerations If applicable, describe any other TMDLs/Nutrient Management Strategies and their implementation within this permit: Effluent monitoring for total nitrogen(TN)and total phosphorous(TP)are included in the permit per 15A NCAC 02B .0508. The Facility is currently operating at a flow limit of 0.40 MGD, and there are no proposed changes to the capacity. Figure 3. TN and TP load data summary from 1994 to 2021. NC0021733-001-Marshall W W!P Outfall Name: Effluent to the French Broad River-- Outliers Removed: None Annual Mean N Loading a, :: Annual Median N Loading E BAD • 25 m •Mean Nitrogen(mg/L) • :o w 6000 20 3 3 Annual Mean P Loading o 2 49 15 O',, Annual Median P Loading M 4,000 10 G z •Mean Phosphorus(mg/L) L 2 ppptomalltALOI O NM Months no Flow Data 10 to N Months no Nitrogen Data w P% -5.0 N Months no Phosphorus Data E 1,500 45 o y -Median Flow(MGD) •m -40 -O 3 -Mean Flow(MGD) • o s s 1,000 I3..5 O. 2 T.L c 500 IIiiilihihlir i d ' MS G 0 15 _ 12.0 3j ill10.0- y3 99 99 99 99 99 -0.20V 83 88 88 88 88 88 as ffi 88 F8 88 888 8.0- 77 7 -o.is y 6.0- _3 4.0- -0.10 z a> 20 .__,---_ 0.05 o n 0.0 I 4.°h~_°��^��°.4~Aoti°°yv°v°°^ti°°ti°°ti°°v°°mA,-wti°°v°tiv°tio Report for Year Page 8 of 11 6.8 Other WQBEL Considerations If applicable, describe any other parameters of concern evaluated for WQBELs: NA If applicable, describe any special actions (HQW or ORW) this receiving stream and classification shall comply with in order to protect the designated waterbody:NA If applicable, describe any compliance schedules proposed for this permit renewal in accordance with 15A NCAC 2H.0107(c)(2)(B), 40CFR 122.47, and EPA May 2007 Memo:NA If applicable, describe any water quality standards variances proposed in accordance with NCGS 143-215.3(e) and 15A NCAC 2B.0226 for this permit renewal: NA 7. Technology-Based Effluent Limitations (TBELs) Municipals (if not applicable,delete and skip to Industrials) Are concentration limits in the permit at least as stringent as secondary treatment requirements (30 mg/1 BOD5/TSS for Monthly Average, and 45 mg/l for BOD5/TSS for Weekly Average). YES If NO,provide a justification for alternative limitations (e.g., waste stabilization pond). NA Are 85%removal requirements for BOD5/TSS included in the permit?YES If NO,provide a justification (e.g., waste stabilization pond). NA 8. Antidegradation Review (New/Expanding Discharge) The objective of an antidegradation review is to ensure that a new or increased pollutant loading will not degrade water quality.Permitting actions for new or expanding discharges require an antidegradation review in accordance with 15A NCAC 2B.0201. Each applicant for a new/expanding NPDES permit must document an effort to consider non-discharge alternatives per 15A NCAC 2H.0105(c)(2). In all cases,existing instream water uses and the level of water quality necessary to protect the existing use is maintained and protected. If applicable, describe the results of the antidegradation review, including the Engineering Alternatives Analysis (EAA) and any water quality modeling results:NA 9. Antibacksliding Review Sections 402(o)(2) and 303(d)(4) of the CWA and federal regulations at 40 CFR 122.44(1)prohibit backsliding of effluent limitations in NPDES permits. These provisions require effluent limitations in a reissued permit to be as stringent as those in the previous permit, with some exceptions where limitations may be relaxed (e.g.,based on new information, increases in production may warrant less stringent TBEL limits, or WQBELs may be less stringent based on updated RPA or dilution). Are any effluent limitations less stringent than previous permit(YES/NO):NO If YES, confirm that antibacksliding provisions are not violated:NA 10.Monitoring Frequency Requirements Monitoring frequencies for NPDES permitting are established in accordance with the following regulations and guidance: 1) State Regulation for Surface Water Monitoring, 15A NCAC 2B.0500; 2) NPDES Guidance, Monitoring Frequency for Toxic Substances (7/15/2010 Memo); 3) NPDES Guidance, Reduced Monitoring Frequencies for Facilities with Superior Compliance(10/22/2012 Memo);4)Best Professional Judgement(BPJ). Per US EPA (Interim Guidance, 1996), monitoring requirements are not considered effluent limitations under Section 402(o) of the Clean Water Act, and therefore anti-backsliding prohibitions would not be triggered by reductions in monitoring frequencies. No monitoring reductions are requested nor applied within this permit cycle. Page 9 of 11 11.Electronic Reporting Requirements The US EPA NPDES Electronic Reporting Rule was finalized on December 21, 2015. Effective December 21, 2016, NPDES regulated facilities are required to submit Discharge Monitoring Reports (DMRs) electronically. While NPDES regulated facilities would initially be required to submit additional NPDES reports electronically effective December 21, 2020, EPA extended this deadline from December 21, 2020, to December 21, 2025. The current compliance date, effective January 4, 2021, was extended as a final regulation change published in the November 2, 2020, Federal Register. This permit contains the requirements for electronic reporting, consistent with Federal requirements. 12.Summary of Proposed Permitting Actions Table 6. Current Permit Conditions and Proposed Changes for 0.40 MGD. Current Permit Limits Parameter and Monitoring Proposed Change Basis for Condition/Change Frequency Flow MA 0.40 MGD No changes 15A NCAC 2B.0505 The average flow for the past five years Continuous monitoring was 0.09 MGD BOD5 MA 30.0 mg/I No changes Based on WA 45.0 mg/I Monitoring according to 15A 02B .0508 Monitor Weekly TSS MA 30 mg/I No changes TBEL. Secondary treatment WA 45 mg/I standards/40 CFR 133/15A NCAC 2B .0406 Monitor Weekly NH3-N Monitor 2/month No changes No limit needed based on WLA for 0.400 MGD and current 7Q10. Monitoring according to 15A 02B .0500 for Facilities Grade II Temperature Monitor effluent weekly No changes 15A NCAC 2B.0200 and 15A NCAC 2B.0500 pH 6—9 SU. No changes WQBEL. State W.Q.standard, 15A NCAC 2B .0200 Monitor weekly Fecal coliform MA 200/100m1 No changes WQBEL. State WQ standard, 15A NCAC WA 400/100m1 2B .0200 Stream classified as B. 2002 INSTREAM Monitor weekly CONDUCTIVITY AND FECAL COLIFORM MONITORING GUIDANCE Total residual chlorine DM 28.0 µg/I No changes WQBEL. State WQ standard, 15A NCAC (TRC) 2B .0200.The Division considers all Monitor weekly effluent TRC values reported below 50 ug/I to comply with the permit. Page 10 of 11 Total Copper Monitor effluent Removed monitoring Based on the RPA, no reasonable quarterly potential found to exceed stream standard. Predicted Max<50%Allowable Cw Total Zinc Monitor effluent Removed monitoring Based on the RPA, no reasonable quarterly potential found to exceed stream standard. Predicted Max<50%Allowable Cw Total Nitrogen (TN) Monitor effluent No changes 15A NCAC 02B.0508 quarterly Total Phosphorus(TP) Monitor effluent No changes 15A NCAC 02B.0508 quarterly Acute Toxicity Test Acute limit,90%at 0.40 No changes WQBEL. No toxics in toxic amounts. MGD 15A NCAC 2B.0200 and 15A NCAC 2B.0500 Effluent Pollutant Scan Three times per permit Next Effluent Pollutant 40 CFR parts 423 and 122 cycle for 0.40 MGD Scans(PPA) must be performed in each of the following years: 2023,2024,and 2025. Electronic Reporting Electronic reporting Added language for In accordance with EPA Electronic special condition new electronic Reporting Rule 2015 and Rule-Phase 2 reporting deadline Extension December 21,2025 *MA-Monthly Average,WA—Weekly Average,DM—Daily Max. 13.Public Notice Schedule Permit to Public Notice: March 22,2022 Per 15A NCAC 2H .0109 & .0111, The Division will receive comments for a period of 30 days following the publication date of the public notice. Any request for a public hearing shall be submitted to the Director within the 30 days comment period indicating the interest of the party filing such request and the reasons why a hearing is warranted. If you have questions regarding any of the above information or on the attached permit, please contact Diana Yitbarek at(919) 707-9130 or by email at diana.yitbarek@ncdenr.gov. 14.Fact Sheet Addendum (if applicable) Were there any changes made since the Draft Permit was public noticed(Yes/No):No If Yes, list changes and their basis below:NA 15.Fact Sheet Attachments 1. RPA Sheets Summary for 0.4 MGD:input information,data analyzed,and results summary. 2. BOD and TSS Removal Rate calculations 3. NH3/TRC/Fecal Waste Load Allocation(WLA) 4. Mercury TMDL Calculations 5. Toxicity Summary/WET testing 6. Monitoring Report Violations summary 7. Pretreatment Summary and Pollutants of Concern(POC)review 8. Renewal Application Addendums o Signed Effluent Pollutant Scans(PPA) o Form 2A Addendum o Sludge Management Plan 9. NPDES Implementation of Instream Dissolved Metals Standards—Freshwater Standards 10. Correspondence 11. Instream Data 12. Affidavit Page 11 of 11 N EL O .- N w J J J J J J J J J J J J J J J J J J J J J J J E O c o) o) o) o) o) o) o) O) O) o) o) o) o) O) o) 0) 0) o) o) o) 0) 0) N M 7 7 7 7 7 E 7 7 7 _ 1 7 7 7 7 C 7 1 1 7 7 7 _ 1 x V J O co O O o Q a ct .d-� co W ON W V U co Q U7 (`O") MO (O Q N W Q (fl O Q 0, Z (fl N lf') Z O N ll inZ LO N N M N 0 .— N co O co - E EEE < < EEEEEEEEIEEEEEE O I L O co co N co O co co co O (O co co 0 O z aMp W O N O lf) O U U O N N N M N O N 4- 0 U U U U U U U U U U U U U U U U U U U U U L 0 0 z z z z z z z z z z z z z z z z z z z z z +O+ O N w ..a gw w a gw ° ° ° ° ° g "w w a gw ° gw +w J U) a) g_ J J J g- J J J J J J J J J N J g- J J J J J 3 m `,, m m m m m m m m m m m m m m m m m m NE E a- a- a- m a- a- a- a- a- a- a- a- gr E m a- a- a- a- a- C d < m=� < < < < < < < < < < < < = < < < < < < L ~ N w CO E• E H o n To U 0 0 E E ._ o E E H o o 2 E a) R a) -c o a •E E Dom iE DoD ai 8 0 0 0 pUL ZZ (nN HZa < m C 2 7c O U U t C o C U U U U N Z c• m W t O o U - V II W o co 0 O O O O O O O O O OV ; V V ' V V V N N N N N N C) Z ' a a a a a a a a a a a a a a a a a a a a a a a a a O +, a 12 a o a) co a) o 7 co m C O 2 w N E n li m a) a = U N E co N0 a) N o e a a ' � 'w U E •� E ' U0, 2 Cl E ti s o m o co Q Q D_1 co J L 'C L = .h N Q Q O O (a o O 0 O O J J 0) 0) N cc N U O (6 N a3 U a _ N 0 0 0 m O m 0.M W O M E E U7 in 00 (4 7 N O N N j U 2 U t O LO (fl N LO LO N N M U E 0 N O U L Z C O N w U N QS U ••C Q O cti w = 3 ii °�cd �° O o " E c 'O 1-4 3 m as co o_ gC m .o - o o_ U m ✓ C o U i)EQ >• E C O O ° a LL .O 6 E O W . L cE0 3 0 a Y -2E m p i NU 00Ea Z :6N0 uL U Lt.' r (1.1 U_ C a, -12 O a U Q w N CO CO 0 v Co Z C a) 0 .,— 0 co co ya N Co I "a a3 co z a 3 c E U 0 v, o = E a) a) c H te _ 7 >+ a) C C O Y a W T O .>_ z E Q u, 3 N v v u) w o 09 3 . U 2 a o a o Q o 4 m E E :4 a) Z O v 2 C� C� o U .- a O O m LL Z 0 IL LL' 2 fn h h M W 7 0 0 0 ❑ REASONABLE POTENTIAL ANALYSIS HI H2 Use"PASTE SPECIAL. Use"PASTE SPECIAL. Effluent Hardness Values"then"COPY" Upstream Hardness Values"then"COPY" .Maximum data .Maximum data points=58 points=58 Date Data BDL=I/2DL Results Date Data BDL=I/2DL Results 1 5/2/2016 94.00 94 Std Dev. 2.8723 1 10/10/2017 16 16 Std Dev. 2.5045 2 8/7/2018 100 100 Mean 98.2500 2 7/11/2017 19 19 Mean 18.4545 3 8/9/2021 99 99 C.V.(default) 0.6000 3 4/7/2017 18 18 C.V. 0.1357 4 2/9/2022 100 100 n 4 4 1/13/2017 21 21 n 11 5 10th Per value 95.50 mg/L 5 10/4/2018 17 17 10th Per value 16.00 mg/L 6 Average Value 98.25 mg/L 6 7/8/2018 16 16 Average Value 18.45 mg/L 7 Max.Value 100.00 mg/L 7 4/9/2019 17 17 Max.Value 23.00 mg/L 8 8 1/9/2019 18 18 9 9 7/17/2019 22 22 10 10 10/9/2019 23 23 11 11 1/9/2020 16 16 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 2 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par01&Par02 Par03 Use"PASTE SPECIAL. Use"PASTE SPECIAL. Arsenic Values"then"COPY" Beryllium Values"then"COPY" .Maximum data .Maximum data points=58 points=58 Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results 1 5/2/2016 < 10 5 Std Dev. 2.0125 1 5/2/2016 < 1 0.5 Std Dev. 0.0000 2 8/7/2018 < 10 5 Mean 4.1000 2 8/7/2018 < 1 0.5 Mean 0.5000 3 3/8/2019 < 10 5 C.V.(default) 0.6000 3 3/8/2019 < 1 0.5 C.V.(default) 0.6000 4 8/9/2021 < 10 5 n 5 4 8/9/2021 < 1 0.5 n 5 5 2/9/2022 < 1 0.5 5 2/9/2022 < 1 0.5 6 Mull Factor 2.32 6 Mull Factor 2.32 7 Max.Value 5.0 ug/L 7 1 Max.Value 0.50 ug/L 8 Max.Pred Cw 11.6 ug/L 8 Max.Pred Cw 1.16 ug/L 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 3 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par04 Par07 Use"PASTE SPECIAL. Use"PASTE SPECIAL. Cadmium values then COPY Total Phenolic Compounds Values"then"COPY" .Maximum data .Maximum data points=58 points=58 Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results 1 5/2/2016 < 5 2.5 Std Dev. 0.8944 1 5/2/2016 8 8 Std Dev. 14.3422 2 8/7/2018 < 1 0.5 Mean 0.9000 2 8/7/2018 < 5 2.5 Mean 10.2000 3 3/8/2019 < 1 0.5 C.V.(default) 0.6000 3 3/8/2019 < 5 2.5 C.V.(default) 0.6000 4 8/9/2021 < 1 0.5 n 5 4 8/9/2021 < 5 2.5 n 5 5 2/9/2022 < 1 0.5 5 2/9/2022 < 71 35.5 6 Mull Factor 2.32 6 Mull Factor 3.00 7 Max.Value 2.500 ug/L 7 Max.Value 35.5 ug/L 8 Max.Pred Cw 5.800 ug/L 8 Max.Pred Cw 106.5 ug/L 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 4 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par10 Pa11 Use"PASTE SPECIAL. Use"PASTE SPECIAL. Chromium,Total Values"then"COPY" Copper Values"then"COPY" .Maximum data .Maximum data points=58 points=58 Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results 1 5/2/2016 < 5.00 2.5 Std Dev. 1.0954 1 9/5/2017 9 9 Std Dev. 145.8710 2 8/7/2018 < 5.00 2.5 Mean 1.7000 2 10/2/2017 11 11 Mean 35.3708 3 3/8/2019 < 5.00 2.5 C.V.(default) 0.6000 3 11/6/2017 0.8 0.8 C.V. 4.1240 4 8/9/2021 < 1 0.5 n 5 4 12/4/2017 10 10 n 48 5 2/9/2022 < 1 0.5 5 1/2/2018 13 13 6 Mult Factor= 2.32 6 2/5/2018 13 13 Mult Factor= 1.17 7 Max.Value 2.5 pg/L 7 3/6/2018 12 12 Max.Value 1019.00 ug/L 8 Max.Pred Cw 5.8 Ng/L 8 4/2/2018 9 9 Max.Pred Cw 1192.23 ug/L 9 9 5/1/2018 1019 1019 10 10 6/4/2018 21 21 11 11 7/2/2018 14 14 12 12 8/7/2018 9 9 13 13 8/6/2018 15 15 14 14 9/4/2018 12 12 15 15 10/1/2018 28 28 16 16 11/5/2018 30 30 17 17 12/4/2018 42 42 18 18 1/2/2019 20 20 19 19 3/1/2019 9 9 20 20 4/1/2019 5 5 21 21 5/6/2019 15 15 22 22 6/3/2019 13 13 23 23 7/1/2019 5 5 24 24 8/5/2019 7 7 25 25 9/3/2019 10 10 26 26 10/1/2019 7 7 27 27 11/4/2019 11 11 28 28 12/2/2019 8 8 29 29 1/6/2020 10 10 30 30 2/3/2020 6 6 31 31 3/2/2020 8 8 32 32 4/6/2020 4 4 33 33 5/4/2020 7 7 34 34 6/1/2020 7 7 35 35 9/1/2020 9 9 36 36 10/5/2020 110 110 37 37 12/2/2020 14 14 38 38 2/1/2021 13 13 39 39 3/1/2021 9 9 40 40 4/5/2021 11 11 41 41 5/3/2021 10 10 42 42 6/1/2021 7 7 43 43 7/6/2021 7 7 44 44 8/9/2021 10 10 45 45 9/7/2021 31 31 46 46 10/5/2021 18 18 47 47 11/8/2021 14 14 48 48 2/9/2022 15 15 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 5 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par12 Par14 Use"PASTE SPECIAL. Use"PASTE SPECIAL. Cyanide Values"then"COPY" Lead Values"then"COPY" .Maximum data .Maximum data points=58 points=58 Date Data BDL=I/2DL Results Date BDL=I/2DL Results 1 5/2/2016 11 11 Std Dev. 2.4495 1 5/2/2016 < 5 2.5 Std Dev. 0.8944 2 8/7/2018 < 5 5 Mean 6.00 2 8/7/2018 < 5 2.5 Mean 2.1000 3 3/8/2019 < 5 5 C.V.(default) 0.6000 3 3/8/2019 < 5 2.5 C.V.(default) 0.6000 4 11/23/2020 6 5 n 6 4 8/9/2021 < 5 2.5 n 5 5 8/9/2021 < 5 5 5 2/9/2022 < 1 0.5 6 2/9/2022 < 5 5 Mull Factor= 2.14 6� Mull Factor= 2.32 7Ml. Max.Value 11.0 ug/L 7 Max.Value 2.500 ug/L 8 Max.Pred Cw 23.5 ug/L 8 Max.Pred Cw 5.800 ug/L 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 6 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par15 Par16 Use"PASTE SPECIAL. Use"PASTE SPECIAL. Mercury Values"then"COPY" Molybdenum Values"then"COPY" .Maximum data .Maximum data points=58 points=58 Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results 1 5/2/2016 < 2.00 1 Std Dev. 10.4609 1 5/2/2016 < 10 5 Std Dev. 2.0125 2 8/7/2018 5.08 5.08 Mean 7.6960 2 8/7/2018 < 10 5 Mean 4.1000 3 8/10/2020 0.50 0.5 C.V.(default) 0.6000 3 3/8/2019 < 10 5 C.V.(default) 0.6000 4 8/16/2021 25.90 25.9 n 5 4 8/9/2021 < 10 5 n 5 5 2/9/2022 6 6 5 2/9/2022 < 1 0.5 6• Mull Factor= 2.32 61 Mull Factor= 2.32 7 Max.Value 25.9 ng/L 7 Max.Value 5.0 ug/L 8 Max.Pred Cw 60.1 ng/L 8 Max.Pred Cw 11.6 ug/L 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 7 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par17&Par18 Use"PASTE Par19 Use"PASTE SPECIAL-Values" SPECIAL-Values" Nickel then"COPY". Selenium then"COPY". Maximum data Maximum data points=58 points=58 Date Data BDL=1/2DL Results Date Data BDL=I/2DL Results 1 5/2/2016 < 10 5 Std Dev. 2.0125 1 5/2/2016 < 10 5 Std Dev. 2.0125 2 8/7/2018 < 10 5 Mean 4.1000 2 8/7/2018 < 10 5 Mean 4.1000 3 3/8/2019 < 10 5 C.V.(default) 0.6000 3 3/8/2019 < 10 5 C.V.(default) 0.6000 4 8/9/2021 < 10 5 n 5 4 8/9/2021 < 10 5 n 5 5 2/9/2022 < 1 0.5 5 2/9/2022 < 1 0.5 67. Mult Factor= 2.32 6 Mult Factor= 2.32 Max.Value 5.0 pg/L 7 Max.Value 5.0 ug/L 8 Max.Pred Cw 11.6 pg/L 8 Max.Pred Cw 11.6 ug/L 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 im 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 8 3/9/2022 REASONABLE POTENTIAL ANALYSIS Pat20 Par21 Use"PASTE SPECIAL- Use"PASTE SPECIAL. Silver Values"then"COPY". ZincValues"then"COPY" Maximum data points= .Maximum data 58 points=58 Date Data BDL=I/2DL Results Date Data BDL=1/2DL Results 1 5/2/2016 < 5 2.5 Std Dev. 0.8944 1 5/2/2016 58 58 Std Dev. 40.1603 2 8/7/2018 < 5 2.5 Mean 2.1000 2 11/6/2017 88 88 Mean 73.1667 3 3/8/2019 < 5 2.5 C.V.(default) 0.6000 3 2/5/2018 113 113 C.V. 0.5489 4 8/9/2021 < 5 2.5 n 5 4 5/1/2018 73 73 n 18 5 2/9/2022 < 1 0.5 5 8/6/2018 72 72 67. Mull Factor= 2.32 6 8/7/2018 86 86 Mult Factor= 1.38 Max.Value 2.500 ug/L 7 11/5/2018 29 29 Max.Value 190.0 ug/L 8 Max.Pred Cw 5.800 ug/L 8 3/8/2019 86 86 Max.Pred Cw 262.2 ug/L 9 9 5/6/2019 26 26 10 10 8/5/2019 40 40 11 11 11/4/2019 58 58 12 12 2/3/2020 124 124 13 13 5/4/2020 47 47 14 14 2/1/2021 190 190 15 15 5/3/2021 89 89 16 16 8/9/2021 37 37 17 17 11/8/2021 46 46 18 18 2/9/2022 55 55 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 II 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data 9 3/9/2022 REASONABLE POTENTIAL ANALYSIS Par22 Par23 Use"PASTE SPECIAL- Chloroform Values"then"COPY". Toluene Use"PASTE SPECIAL-Values"then Maximum data points=58 "COPY".Maximum data points=58 Date Data BDL=1/2DL Results Date Mc Value BDL=1/2DL Results 1 5/2/2016 12.8 12.8 Std Dev. 3.9265 1 5/2/2016 < 2 1 Std Dev. 0.8976 2 2/11/2019 6.1 6.1 Mean 7.2125 2 2/11/2019 2.4 2.4 Mean 1.1625 3 8/9/2021 3.6 3.6 C.V.(default) 0.6000 3 8/9/2021 < 2 1 C.V.(default) 0.6000 4 2/9/2022 6.35 6.35 n 4 4 2/9/2022 < 0.5 0.25 n 4 5 5 6 Mull Factor= 2.59 6 Mult Factor= 2.59 7 Max.Value 12.800000 pg/L 7 Max.Value 2.400000 pg/L 8 Max.Pred Cw 33.152000 pg/L 8 Max.Pred Cw 6.216000 pg/L 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 56 57 57 58 58 21733 RPA 0.4.xlsm,data -10- 3/9/2022 I I I I I a 2-N p r I��r °Z N I I 2 = I I I I o rn.,— I I ° °' I -or I�r 10 I I 9 j ° v"--'-1 o 0 0 A z j j 2� a� 1�° 1 m I I ~ °� I �a ¢ r..r O a O a a� 3 °a m a 7 II c~i I I I I� I ¢° I I �� I o= Q 3 a I I � ° � °) IN2 I v a I I `H� zs " �Y c ° ° m ° QmU I 3o r- V W . 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(ug/I) 14686 Allowable Conc. (mg/I) 674.1 Maintain limit at 28 ug/I No limit Ammonia (Winter) Monthly Average Limit(mg NH3-N/I) Fecal Coliform w7Q10 (CFS) 682 Monthly Average Limit: got Required DESIGN FLOW (MGD) 0.4 (If DF >331; Monitor) DESIGN FLOW (CFS) 0.62 (If DF<331; Limit) STREAM STD (MG/L) 1.8 Dilution Factor(DF) 863.90 Upstream Bkgd (mg/I) 0.22 IWC (%) 0.09 Allowable Conc. (mg/I) 1739.8 Maintain 200/100 ml MA limit No limit 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 Fecal Coliform 1. 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A2688889 12 a.WWTP Capacity Summary Outfall II Desgned Flow. N. Current Pell died Flow,mad 0.4 mgtl 0.4 Receiving Stream_ NA QA,cfs_ NA 13 Permitted SIU Flow,mgtl 0.005 d.IU Summary Stream Class NA 7Q10,cfs: NA 141 15 b.PT Docs.Summary #lus 4 OufallLat. NA outran Long. NA w 1/9/2019 1 Comment: 6 a IWS approval date #SIUs w USTMP approval date_ 6/10/2011 #CIUs 1 20/0lws had rover anou rorme O 18 Z #NSCIUs H WA approval date In house #IUs w/Local Permits or Other 19 Ype 20 .Industrial Users'Information. glir 21 0 Industrial User(IU)Name IU Activity IU Conventional Pollutants IU Non Conventional Pollutans&Toxic Pollutant IUP Effective Date I Derringer-Scy Machining Flow,BO 0,TSS,Oil 8 Grease Ammonia,As,Cd,Cr,Cu,Cn,Pb,Hg,N i,TP,Ag,Zn,TTO 5/15/2020 22 manufacturer Comment: IUP application has a longer list of pollutants expected in the discharge_TTO sampling is included_ 31 3.Comments from 32 Facility Summary,background informafion,and NPDES regulatory action: Comments from NPDES pw to PT staff(Central,RO,Facility): 33 This is a Minor Facility with a modifed PT program.This Facility serves about 1000 please maintain the following POC in the Flow,BOO,TSS,NH3,As,Cd,Cr,Cu,Cn,Pb,Hg,Mo,Ni,Se,Ag,Zn,Sludge Flow to Disposal,%Solids to Disposal,oil 8 grease 4 customers within the Town.The Town of Marshall applied for NPDES permit S/LTMP_ renewal for its WWTP in May 2020. POC that need to be added/modified in TP 35 USTMP: None 36 POC that may be removed from USTMP_ The Town of Marshall has not tested for any additional pollutants either with or without codified methods in the last 5 years ORC's comments on IU/POC_ 37 Additional pollutants added to USTMP due 38 to POTWs concems_ 39 N PEES Ws comments on IUs/POC_ Page 1 21733 POC Review Form.xlsm A B C DIEIFI GI H J K L M f. 0 P 60 'm Flow ❑ 0 ❑ EiME Q r ' 61 El BOO ❑ ❑ 0 ❑ 92.06 Q W 2000.0 Must include units for PQLs in STMP 62 ❑ TSS ❑ 0 0 ❑ 93.84 Q W 2000.0 63- 0 NH3 ❑ 0 0 ❑ 96.76 Q 2/M 100.0 64- ❑ Arsenic n ❑ 0 ❑ ❑ 45 Q 2.0 Recomm.update PQL 65 ❑ Barium n ❑ ❑ ❑ 0 66 ❑ Beryllium(5) ❑ 0 ❑ ❑ 0 I 67 0 Cadmium(1) El 0 0 ❑ 76.84 Q 2.0 0.5 Recomm.update PQL 68 ❑ Chromium(1) ❑ 0 0 0 ❑ 82 Q 5.0 10.0 69 0 Copper(1) ❑ ❑ O 0 0 0 63.37 Q 2.0 2.0 70 ❑ Cyanide ❑ ❑ ❑ 0 ❑ 69 Q 10.0 i 71 0 Lead(1) ❑ ❑ o 0 0 ❑ 61 Q 10.0 2.0 Recomm.update PQL 72 0 Mercary(5) ❑ ❑ 0 0 ❑ 80.41 Q ' 0.001 Must use 1631E for all sampling locations in STMP 73 ❑ Molybdenum ❑ ❑ 0 0 ❑ 33 Q 100.0 10.0 Recomm.update PQL 74 0 Nickel(1) ❑ ❑ -O 0 0 ❑ 42 Q 10.0 5.0 Recomm.update PQL 75 0 Selenium ❑ ❑ ❑ ❑ 0 50 Q 10.0 76 ❑ Silver ❑ ❑ C ❑ ❑ 75 Q 5.0 1.0 Must update PQL 77 0 Zinc(1) El ❑ 0 0 0 ❑ 46.88 Q 10.0 10.0 O Sludge Flow to Disposal ❑ ❑ Per Sludge Permit 78 L. and 503 O %Solids to Disposal ❑ ❑ Per Sludge Permit 79 _ and 503 80 0 Oil&Grease ❑, ❑ - 5000.0 81 0 TN ❑ 0 ❑ ❑ Q Recomm.Including in STMP 82 0 TP ❑ 0 0 ❑ Must include in STMP 83 ❑ TTO n ❑ ❑ ❑ STMP Pollutant Exception 64 n ❑ 0 ❑ ❑ 85 ❑ ❑ ❑ 0 0 86 ❑ ❑ 0 ❑ ❑ 87 ❑ ❑ 0 ❑ ❑ 68 E ❑ 0 n o 69 ❑ ❑ 0 I 1 ❑ so Footnotes: 91 (1)Always in the LTMP/STMP due to EPA-PT requirement 92 (2)Only in LTMP/STMP if listed in sludge permit 93 (3)Only in LTMP/STMP while SIU still discharges to POTW 94 (4)Only in LTMP/STMP when pollutant is still of concern to POTW 95 (5)In LTMP/STMP,if sewage sludge is incinerated(Follow instructions for Be and Hg according to§503.43) 96 Please use blue font for the info updated by low 97 Please use red font for POC that need to be added/modified in LJSTMP sampling plan 98 gg Blue shaded cell: Parameters usually included under that POC list 100 I i I 101 6.Pretreatment updates in response to NPDES permit renewal 102 NPDES Permit Effective Date I 1180 days after effective(date): I I Permit writer,please add list of required/recommended PT updates in NPDES permit cover letter. Page 2 21733 POC Review Form.xlsm Pretreatment Program Info Database printed on: 3/2/2022 for Program Name Marshall WWTP Name Town of Marshall Stream Information Iwc%at 7Q10 0.12 Program Approval Date 04/20/1992 7Q10 Flow cfs/mgd 535 / 345.61 1 Q10 Flow cfs/mgd 431.60 / 278.94 Pretreatment Status Modified Stream Classification C Region ARO Basin Number FRB04 County Madison Receiving Stream Name FRENCH BROAD RIVER J NPDES Number NC0021733 NPDES Effective Date Last PAR Rec 02/16/2022 PAR Due Date 03/01/2023 mercury 04/01/2017 1631 NPDES Expire Date Current Fiscal required p 09/30/2020 Year PCI Done POTW is Primary WWTP TRUE Last Audit on 09/15/2016 Audit Year Next20/21 yes Design Flow mgd 0.4000 %Design mgd is SIU permitted 1.25 Permitted SIU flow(mgd)[Pt_SIU) .005 WWTP SIU's 1 Program SIUs 1 WWTP CIU's 1 Program CIUs 1 HWA LTMP IWS SUO ERP date Inactive Date Next Due 12/31/2023 Date Received by DWR 02/27/2021 05/22/2011 12/15/2018 01/15/2014 07/09/2020 Date Approved 08/10/2011 01/09/2019 01/21/2014 09/23/2020 Adopt Date Required Date Adopted 03/21/2013 Info in this Box from Pt Contacts Date Date Date PT_Pro Attended Attended Attended Formal Name g.Prime Phonel ext Fax HWA Wksp IUP Wksp PAR Wksp Mr. Lawrence Ponder I 11(828)649-3031 1(828)649-3413 II (Mayor PO Box 548 28753 Mr. Don Byers (Prim 11828-577-9916 1 I II 5/6/2010 I 11/26/2010 byersenvironmental@gmail.com Pretreatment Coordinator PO Box 548 28753 Jack Wallin I II 1 I II I I I mayor@townofmarshall.org Mayor Nancy Allen I II 1 I II I I I nallen@townofmarshall.org Town Administrator jPretreatment Related NOVs from DWQ I DWR Central Office Contact McGee&Miller 5-26-1994 Failure to imple program:including submit SAR,inspect DWR Regional Contact Dan Boss 6/29/1993 failure to imple program: including tohave PT coord,do 3/11/1993 ??late SAR?? 5/21/2001 hwa;comp judg/enforce; pub. not.(from audit) 10/16/2008 Failure to submit IWS. Was due 12/31/06 10/19/2009 Failure to operate program and retain elements 10/20/2010 Failure to properly sample SIU and failure to reissue 3/13/2013 NOV-2013-PC-0085. Failure to collect POTW sampling Town of Marshall Wastewater Treatment Facility NPDES NC0021733 Sludge Management Plan January 2010 Town of Marshall WWTP NPDES Permit Number NC0021733 January 2010 Sludge Management Plan The sewage sludge generated in the Town of Marshall Wastewater Treatment Facility is stabilized in an aeration basin the treatment process. In order to produce a Class B product under EPA's 503 sludge regulations, the sludge is retained for a total solids retention time of no less than 20 days or sufficient time to achieve 40 percent volatile suspended solids reduction. The sludge is dewatered using a HydroCal belt filter press. Ultimate sludge disposal is accomplished using a sludge hauling contractor transporting sludge to a private disposal contractor who disposes of the sludge in a permitted landfill. Sludge production at the facility at the current flow rate is 200 tons per year. The current contractors are: • Sludge Transportation: Madison County Solid Waste • Disposal Landfill: Lakeway "Class I" Landfill (see attached notice) 'F.AG111CU D is STATE OF TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION 3711 MIDDLEBROOK PIKE KNOXVILLE,TN 37921-5602 PHONE(865)594-6035 STATEWIDE 1-888-891-8332 FAX (865)594-6105 December 16, 2009 NOTICE OF SPECIAL WASTE APPROVAL SNL 32-0280 Letter #32-30193 Mr. Luther Nix, Alderman Town of Marshall P.O. Box 548 Marshall, North Carolina 28753 RE: DISPOSAL OF SPECIAL WASTE - Municipal wastewater treatment sludge from the Marshall Wastewater Treatment Facility, in the Lakeway "Class I" Landfill, SNL 32- 0280 - Dear Mr. Nix: Rule 1200-1-7-. 01 (4) (b) General Requirement of the Solid Waste Processing and Disposal Program Regulations, promulgated under the authority of the Tennessee Solid Waste Disposal Act, states that: "Except as may be specifically allowed in the permit, an operator may not accept for processing or disposal at his facility any special waste unless and until specifically approved to do so in writing by the Department. " You have applied to the Division of Solid Waste Management for approval to dispose of 200 tons per year of filter pressed aerobic digester sludge in the Lakeway "Class I" Landfill. Based upon the review of submitted information and our site visit of December 15, 2009, the DSWM has determined the waste is conditionally suitable for disposal in the Lakeway "Class I" Landfill as a "special waste", contingent upon the following restrictions: 1. No free liquids may be associated with the waste at the time of disposal. The sludge that we 1 Mr. Luther Nix December 16, 2009 Page 2 observed had no liquids but was not a very firm or solid material. The solids content of the filter pressed sludge is describes as in the range of 15- 20%. What we observed appeared to be toward the low end of the range, which is marginally acceptable for disposal in a landfill. The operators believe that they can work with the process to produce a drier sludge, and this should be done, so that the sludge delivered to the landfill is as close as possible to 20% solids. 2. This approval is only for the waste described herein. If the physical or chemical properties of the waste change significantly, the DSWM must be immediately notified for re-evaluation. Specifically, if any new industrial dischargers are added to the contributing sewer system, a new sludge analysis must be submitted to this office before any more sludge deliveries are made. Also, the addition of any other waste not identified in this letter will require re-evaluation. 3. Notification shall be given to the landfill prior to shipment of the waste. 4. Sludge deliveries shall be coordinated with the landfill so that there is not an excessive amount of wet sludge from multiple sources compared to the daily volume of solid__.waste___ (Sludge should not exceed 20% of the daily waste volume. ) If the sludge is too soft to spread and compact, it shall be disposed in an excavation and mixed with general waste until the surface is firm. Wet sludge shall not be disposed within 100 feet of a final outslope. No sludge or sludge/waste mixtures may ever be left uncovered at the end of the working day. 5. The waste must be transported by covered carrier. If you continue to generate this waste, you should be aware that Rule 1200-1-7-. 01 (4) (c) 4 states that all persons who generate and have special waste processed or disposed of at an off-site facility must annually recertify the accuracy of the information on a form provided by the Department, thereby certifying that there has been no change in Lhe waste stream or the process generating the waste since the or-iginal special--waste-approval- was--granted by- the copy Mr. Luther Nix December 16, 2009 Page 3 Department; and submit all recertifications to the facility that receives the waste stream and to this Office, with the original copy submitted to the receiving facility. Recertifications shall be submitted by July 1 of each year, except that the first recertification of a newly approved special waste shall be submitted by July 1 of the following year. All special waste approvals that have not been re- certified will expire on July 1 of each year. If a change in the waste stream or the process generating the waste has occurred since the original special waste approval was granted, you must submit a new special waste request to the Department in order to continue disposing of the waste. Be advised that a special waste approval granted by the Commissioner does not grant any right of disposal of the special waste at the designated facility. The operator may refuse to accept any special waste, even if it has been approved in writing by the Commissioner to be disposed of at his facility. If you have any questions, please do not hesitate to contact me at (865) 594-5475. Sincerely, - di7i-V1 r)-- eiL01-- Rick Brown arry1. Cook Environmental Engineer Knoxville Field Office Manager Division of Solid Waste Management RSB /marshalwwsla.doc SWE1 cc: Division of Solid Waste Management-Central Office Lakeway Recycling & Sanitation Inc. HIGH COUNTRY ENGINEERING, P.C. POST OFFICE BOX 2533 ASHEVILLE,NORTH CAROLINA 28802 October 21, 2009 T:828.231.9380 Mr.Jim Huff, Director Madison County Solid Waste Department 271 Craig Rudisill Road Marshall, North Carolina 28753 RE:Town of Marshall—WWTP Residuals TCLP Analysis Dear Mr. Huff; The Town of Marshall's WWTP has a very high level of solids within the various treatment components of the WWTP. A high solids content makes it difficult to treat the wastewater properly, handle upsets within the treatment works,and put additional stress on the pumps and motors within the plant. The WWTP has a belt filter press which is used to dewater the solids into a sludge cake with a moisture content of approximately 70%. The sludge cake must then be disposed of in accordance with NCDENR regulations. As required,a full TCLP analysis was performed on the residuals at the WWTP in the Town of Marshall and is attached (Attachment A)to this letter. TCLP is the acronym for Toxicity Characteristic Leaching Procedure and is defined by the EPA in 40 CFR Section 261.24. This section is attached for your reference in Attachment B. As you will find,every parameter tested was found to be below detectible levels with the exception of cadmium. The allowable maximum concentration of cadmium in a TCLP analysis is 1.0 mg/L, . The reported cadmium concentration was 0.077 mg/L,which is well below the allowable concentration. The Town of Marshall's residuals do not exhibit any toxicity characteristics as defined by the TCLP analysis. The Town of Marshall, Mr. Don Byers of Byers Environmental and I will continue to work with you to address any additional concerns with seeking a proper disposal method for these residuals. We appreciate your input and guidance this far. Please give me a call if you have any questions. Sincerely /7"4:4149 Michael R.Goforth, PE Enclosures CC: Town of Marshall Mr. Don Byers, Byers Environmental, Inc. • PO Box 7565 Asheville.NC 28802 1 _ Phone: (828)350-9364 Fax: (828)350-9368 y7 Environmental Testing Solutions,Inc, Certificate of Analysis Project name: Byers Environmental,Inc. Project number: 090915.501 Collection date: 13-Sep-09 Date received: 15-Sep-09 Sample identification: Marshall-Sludge Sample number: 64917 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Arsenic-TCLP EPA 6010B <0.050 0.050 mg/L 22-Sep-09 Hensler Barium-TCLP EPA 6010B <5.0 5.0 mg/L 22-Sep-09 Hensler Cadmium-TCLP EPA 6010B 0.077 0.025 mg/L 22-Sep-09 Heasier Chromium-TCLP EPA 60I0B <0.25 0.25 mg/L 22sep-09 Hensler Lead-TCLP EPA 6010B <0.050 0.050 mg/L 22-Sep-09 Hensler Selenium-TCLP EPA 6010E <0.050 0.050 mg/L 22-Scp-09 Hensler I Si lver-TCLP EPA 6010B <0.25 0.25 mg/L 22-Scp-09 Hasler I Mercury-TCLP EPA 6010B <0.010 0.010 mg/L 23-Sep-09 Hensler 1 s Full Scan TCLP Organics See attached sheets I,2 • #1. Footnotes: RL=Reporting Limit. Values arc reported down to the Reporting Limit only. 1. Analyzed by Prism Laboratories.Inc. 2. Analyzed by Access Analytical,Inc. Date reviewed: /().05.0 7 NC Certification Number: 600 Data reviewed by: Kelley E.Keenan SC Certification Number: 99053 NC Drinking Water Certification Number: 37786 Signature: This report should not be reproduced,exept in its entirety,without the written consent of Environmental Testing Solutions,fnc. The results in this report relate only to the samples submitted for analysis. Attachment A-Page 1 of 20 Case Narrative PRISM tABORATORIES,INC. Date: 10/05/09 Client Project ID: Marshall Sludge Company: Environmental Testing Solutions Prism COC Group No: G0909441 Contact: Kelley Keenan Collection Date(s): 09/13/09 Address: PO Box 7565 Lab Submittal Date(s): 09/16/09 Asheville,NC 28802 Client Project Name Or No: Marshall WWTP This data package contains the analytical results for the project identified above and includes a Case Narrative,Laboratory Report,Quality Control and a Subcontracted Laboratory Report with corresponding Chain-of-Custody totaling 16 pages.A chain-of-custody is also attached for the samples submitted to Prism for this project. Data qualifiers are flagged individually on each sample.A key reference for the data qualifiers appears at the end of this case narrative.Quality control statements and/or sample specific remarks are included in the sample comments section of the laboratory report for each sample affected. Semi Volatile Analysis Analysis Note for Q44770 MS 2-Methyl phenol:Recovery outside of the control limits. Analysis Note for Q4477O MS Hexachlorobenzene:Recovery outside of the control limits, Analysis Note for Q44770 MS Pentachlorophenol:Recovery outside of the control limits. Analysis Note for Q44770 MSD Hexachlorobenzene:Recovery outside of the control limits. Please see report for comments. Volatile Analysis Analysis Note for Q44725 MSD 1,1-Dichloroethene:RPD value outside the control limit. Metals Analysis No Anomalies Reported Wet Lab and Micro Analysis NA Please call if you have any questions relating to this analytical report. Date Reviewed by: Peen Kendall Project Manager: Peg,y Kendall Signature; 1e 1( d PJ Signature: 4Q - rC-l�r4C.(J 4 Review Date: 10/I 19 Approval Date: 10 O5/09 Data Qualifiers Key Reference: B:Compound also detected in the method blank. #:Result outside of the QC limits. DO:Compound diluted out. • E:Estimated concentration,calibration range exceeded. J:The analyte was positively identified but the value is estimated below the reporting limit. H:Estimated concentration with a high bias. L:Estimated concentration with a low bias. M:A matrix effect is present. Notes:This report should not be reproduced,except in its entirety,without the writtten consent of Prism Laboratories,Inc.The results in this report relate only to the samples submitted for analysis. 449 Springbrook Road,P.O.Box 240543,Charlotte NC 28224-0403 Phone:704/529.6364 Toll Free:800/529.6364 Fax:704/525-0409 Attachment A-Page 2 of 20 NC Certification No.402 LaboratoryReport - SC Certification No.99012 NC Dunking Water Cert.No.37735 10/05/09 Full Service Analytical&Environmental Solutions Environmental Testing Solutions Project Name: Marshall WWTP Client Sample ID: Sludge Attn: Kelley Keenan Project ID: Marshall Sludge Prism Sample ID: 258004 PO Box 7565 Sample Matrix: Solid COC Group: G0909441 Asheville,NC 28802 Time Collected: 09/13/09 12:00 Time Submitted: 09/16/09 11:55 Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch Limit Factor Date/Time ID TCLP Extraction for Metals and/or Non-Volatile organics TCLP Extraction(Metals/Organics) Complete 1 1311 09/21/09 15:00 Zero Headsoace Extraction for Volatiles TCLP Extraction(ZHE-Volatiles) Complete 1 1311 09/24/09 13:00 cdaly Acid Herbicicides in TCLP Leacheate by GC-ECD Subcontract Report See 1 8151A Attached * Analysis Note for Subcontract Report: Analysis subcontracted to NC certified laboratory #562. TCLP Leachable Mercury by CVAA Mercury BRL mg/L 0.010 0,000014 1 7470A 09/23/09 16:03 heasler Q44731 Sample Preparation: 20 mL / 30 mL 7470A 09/23/09 10:00 mbarber P25632 TCLP Leachable Metals by ICP Arsenic BRL mg/L 0.050 0.0025 1 6010B 09/22/09 21:40 header Q44677 Barium BRL mg/L 5.0 0.020 1 6010B 09/22/09 21:40 heasler Q44677 Cadmium 0.077 mg/L 0.025 0.00022 1 6010B 09/22/09 21:40 heasler 044677 Chromium BRL mg/L 0.25 0.00044 1 6010B 09/22/09 21:40 heasler 044677 Lead BRL mg/L 0.050 0.00053 1 6010B 09/22/09 21:40 heasler Q44677 Selenium BRL mg/L 0.050 0.0039 1. 6010E 09/22/09 21:40 heasler Q44677 Silver BRL mg/L 0.25 0.0009 1 6010B 09/22/09 21:40 heasler Q44677 Sample Preparation: 50 mL / 50 mL 3010A 09/22/09 9:45 mbarber P25630 TCLP Leachable Organochiorine Pesticides by GC/ECD Chlordane BRL mg/L 0.0025 0.00082 1 8081A 09/26/09 2:02 jvogel Q44798 Endrin BRL mg/L 0.0025 0.00026 1 8081A 09/26/09 2:02 jvogel Q44798 Heptachlor BRL mg/L 0.0025 0.00019 1 8081A 09/26/09 2:02 jvogel Q44798 Heptachlor Epoxide BRL mg/L 0.0025 0.00016 1 8081A 09/26/09 2:02 jvogel Q44798 Lindane BRL mg/L 0.0025 0.0002 1 8081A 09/26/09 2:02 jvogel Q44798 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road • P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 - Toll Free Number:1.800/529-6364 - Fax:704/526-0409 Page 1 of 4 Attachment A-Page 3 of 20 NC Certification No.402 Laboratory Report SC Certification No.99012 A NC Drinking Water Cert.No.37735 10/05/09 s_ Full Service Analytical a Environmental Solution, Environmental Testing Solutions Project Name: Marshall WWTP Client Sample ID: Sludge Attn: Kelley Keenan Project ID: Marshall Sludge Prism Sample ID: 258004 PO Box 7565 Sample Matrix: Solid COO Group: G0909441 Asheville,NC 28802 Time Collected: 09/13/09 12:00 Time Submitted: 09/16/09 11:55 Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch Limit Factor Date/Time ID Methoxychlor BRL mg/L 0.0025 0.00081 1 8081A 09/26/09 2:02 ivagel 044798 Toxaphene BRL mg/L 0.13 0.0060 1 8081A 09/26/09 2:02 ivogel Q44798 Sample Preparation: 200 mL / 10 mL 3510C 09/25/09 7:00 smanivanh P25652 Surrogate %Recovery Control Limits Tetrachloro-m-xylene(TCMX) 93 40-134 Decachlorobiphenyl(DCB) 96 13-186 TCLP Leachable Semi-volatile Organics by GC/MS 1,4-Dichlorobenzene BRL mg/L 0.050 0.0025 1 8270C 09/24/09 21:33 Q44770 2,4,5-Trichlorophenol BRL mg/L 0.25 0.0040 1 8270C 09/24/09 21:33 Q44770 2,4,6-Trichlorophenol BRL mg/L 0.10 0.0050 1 8270C 09/24/09 21:33 Q44770 2,4-Dinitrotoluene BRL mg/L 0.012 0.0025 1 8270C 09/24/09 21:33 Q44770 2-Methylphenol BRL mg/L 0.050 0.0050 1 8270C 09/24/09 21:33 Q44770 3814-Meihylphenol BRL mg/L 0.050 0.0060 1 8270C 09/24/09 21:33 Q44770 Hexachlorobenzene BRL mg/L 0.010 0.0011 1 8270C 09/24/09 21:33 Q44770 Hexachlorobutadiene BRL mg/L 0.050 0.0021 1 8270C 09/24/09 21:33 Q44770 Hexachloroethane BRL mg/L 0.050 0.0050 1 8270C 09/24/09 21:33 Q44770 Nitrobenzene BRL mg/L 0.010 0.00061 1 8270C 09/24/09 21:33 Q44770 Pentachlorophenol BRL mg/L 0.25 0.0040 1 8270C 09/24/09 21:33 Q44770 Pyridine BRL mg/L 0.25 0.030 1 8270C 09/24/09 21:33 Q44770 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 - Toll Free Number:1-800/529.6364 - Fax:704/525-0409 Page 2 of 4 Attachment A-Page 4 of 20 NC Certification No.402 LaboratoryReport ikkf-. y11 SC Certification No.99012 1 " NC Drinking Water Cert.No.37735 10/05/09 Full Service Analytical&Environmental Solutions Environmental Testing Solutions Project Name: Marshall WWTP Client Sample ID: Sludge Attn: Kelley Keenan Project ID: Marshall Sludge Prism Sample ID: 258004 PC Box 7565 Sample Matrix: Solid COC Group: G0909441 Asheville,NC 28802 Time Collected: 09/13/09 12:00 Time Submitted: 09/16/09 11:55 Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch Limit Factor Date/Time ID Sample Preparation: 200 mL / 1 mL 3510C 09/24/09 7:00 smanivanh P25650 Surrogate %Recovery Control Limits Terphenyl-d14 126 41-136 Phenol-d5 38 10-78 Nitrobenzene-d5 84 13-107 2-Fluorophenol 56 10-75 2-Fluorobiphenyl 84 27-107 2,4,6-Tribromophenol 87 38-117 TCLP Leachable Volatile Organics by GC/MS 1,1-Dichloroethene BRL mg/L 0,050 0.013 10 8260B 09/25/09 12:30 iwitry Q44725 1,2-Dichloroethane BRL mg/L 0.050 0.0021 10 8260B 09/25/09 12:30Iwitrtr 044725 1,4-Dichlorobenzene BRL mg/L 0.050 0.0033 10 8260B 09/25/09 12:30 Iwitry Q44725 Benzene BRL mg/L 0.050 0.0028 10 8260B 09/25/09 12:30 (witty 044725 Carbon tetrachloride BRL mg/L 0.050 0.0012 10 8260B 09/25/09 12:30 lwiiry Q44725 Chiorobenzene SRL mg/L 0.050 0.00094 10 8260B 09/25/09 12:30 witty Q44725 Chloroform BRL rng/L 0.050 0.017 10 8260E 09/25/09 12:30 Iwitry 044725 Methyl ethyl ketone(MEK) BRL mg/L 0.50 0.017 10 8260B 09/25/09 12:30 Willy 044725 Tetrachloroethene BRL mg/L 0.050 0,0036 10' 82608 09/25/09 12:30 Iwitry Q44725 Trichloroethene BRL mg/L 0.050 0.0033 10 8260B 09/25/09 12:30 lwitry Q44725 Vinyl chloride SRL mg/L 0.020 0.011 10 82608 09/25/09 12:30 'wary 044725 Surrogate °/@ Recovery Control Limits Toluene-d8 101 75-121 • Dibromofluoromethane 102 74-133 Bromofluorobenzene 102 69-139 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,inc. 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 - Toll Free Number:1-800/529-6364 - Fax:7041525-0409 Page 3 of 4 Attachment A-Page 5 of 20 NC Certification No. Laboratory Report x„I SC Certification No.99012-ANC Drinking Water Cert.No.37735 10/05/09 Full Sandra Analytical&Environmental Sotutlona Environmental Testing Solutions Project Name: Marshall WWTP Client Sample ID: Sludge Attn: Kelley Keenan Project ID: Marshall Sludge Prism Sample ID: 258004 PO Box 7565 Sample Matrix: Solid COC Group: G0909441 Asheville,NC 28802 Time Collected: 09/13/09 12:00 Time Submitted: 09/16/09 11:55 Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch Limit Factor Date/Time ID Sample Comment(s): BRL= Below Reporting Limit Values are reported down to the reporting limits only.No J-fags appied. The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than NELAC certification except for those instances indicated in the case narrative and/or test comments. All results are reported on a wet-weight basis Angela D.Overcash, V.P.Laboratory Services This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 - Toll Free Number:1-800/529-6364 - Fax:704/525-0409 Page 4 of 4 Attachment A-Page 6 of 20 r�.. NC Certification No.402 Level II QC Report SC Certification No.99012 10/5/09 NC Drinking Water Cert.No.37735 Full Service Analytical 8 Environmental Solutions Environmental Testing Solutions Project Marshall WWTP COC Group Number: G0909441 Attn: Kelley Keenan Name: Date/Time Submitted: 9/16/09 11:55 PO Box 7565 Project ID: Marshall Sludge Asheville,NC 28802 TCLP Leachable Metals by ICP,method 6010E Method Blank GC Balch Result RL Control Limit Units ID Arsenic -0.0003 0.05 <0.025 mg/L Q44677 Barium 0.001 5 <2.5 mg/L Q44677 Cadmium -0.0001 0.025 <0.0125 mg/L Q44677 Chromium 0.0004 0.25 <0.125 mg/L Q44677 Lead 0.0019 0.05 <0.025 mg/L 044677 Selenium -0.0005 0.05 <0.025 mg/L Q44677 Silver 0.0001 0.25 <0.125 mg/L Q44677 Laboratory Control Sample Recovery Recovery QC Batch Result Spike Amount Units h Rang es ID Arsenic 0.2486 0.25 mglt. 99 80-120 Q44677 Barium 0.231 0.25 mg/L 92 80-120 Q44677 Cadmium 0.2353 0.25 mg/L 94 80-120 Q44677 Chromium 0.2254 0.25 mglL 90 80-120 Q44677 Lead 0.221 0.25 m9/1- 88 80-120 Q44677 Selenium 0.2524 0.25 mglL 101 80-120 Q44677 Silver 0.2361 0.25 mg/L 94 80-120 Q44677 Matrix Spike Recovery Recovery QC Batch Ranges Sample ID: Result Spike Amount Units % ID 258004 Arsenic 0,2545 0.25 mg/L 100 75-125 Q44677 Barium 0.4382 0.25 mg/L 91 75-125 Q44677 Cadmium 0.3053 0.25 mg/L 91 75-125 Q44677 Chromium 0.2317 0.25 mgli- 90 75-125 Q44677 Lead 0.2289 0.25 mg/L 89 75-125 Q44677 Selenium 0.2355 0.25 mg/L. 98 75-125 044677 Silver 0.2384 0.25 mg/L 95 75-125 Q44677 Matrix Spike Duplicate Recovery Recovery RPD QC Batch Result Spike Amount Ranges RPD Range Sample ID: P Units e6 % % ID 258004 Arsenic 0.2531 0.25 m911- 99 75-125 1 0-20 Q44677 Barium 0,4342 0.25 mg/L 89 75-125 1 0-20 Q44677 Cadmium 0.3035 0.25 mg/L 91 75-125 1 0-20 Q44677 Chromium 0.2291 0.25 mg/L 89 75-125 1 0-20 Q44677 Lead 0.2264 0.25 m9/L 88 75-125 1 0-20 Q44677 Selenium 0.2363 0.25 mg/L 98 75-125 0 0-20 Q44677 Silver 0.2355 0.25 ma 94 75-125 1 0-20 Q44677 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:7041529.6364 - Toll Free Number:1-8001529-6364 - Fax:704/525-0409 Page 1 of 6 Attachment A-Page 7 of 20 NC Certification No.402 Level II QC Report Aike, _„ . SC Certification No.99012 NC Drinking Water Cert,No.37735 10/5/09 F0342rv1ee Analytical a Envlronmontal Solutions Environmental Testing Solutions Project Marshall WWTP COC Group Number: G0909441 Attn: Kelley Keenan Name: Date/Time Submitted: 9/16/09 11:55 PO Box 7565 Project ID: Marshall Sludge Asheville,NC 28802 TCLP Leachable Volatile Organics by GC/MS,method 8260E Method Blank QC Botch Result RL Control Limit Units ID 1,1-Dichloroethene ND 0.005 <0.0025 mglL 044725 1,2-Dichloroethane ND 0,005 <0.0025 mglL Q44725 1,4-Dichlorobenzene ND 0.005 <0.0025 mg/L Q44725 Benzene ND 0.005 <0.0025 mg/L Q44725 Carbon tetrachloride ND 0.005 <0.0025 mg/L Q44725 Chlorobenzene ND 0.005 <0.0025 mg/L 044725 Chloroform ND 0.005 <0.0025 mg/L Q44725 Methyl ethyl ketone(MEK) ND 0.05 <0.025 mglL Q44725 Tetrachloroethene ND 0.005 <0.0025 mg/L Q44725 Trichloroethene ND 0.005 <0.0025 mg/L 044725 Vinyl chloride ND 0.002 <0.001 mg&L Q44725 Laboratory Control Sample Recovery Recovery QC Batch Ranges Result Spike Amount Units '%6 a ID 1,1-Dichloroethene 0.05279 0.05 mg/L 106 62-141 Q44725 1,2-Dichloroethane 0.05399 0.05 mg/L 108 77-131 Q44725 1,4-Dichlorobenzene 0.04533 0.05 mg/L 91 73-121 Q44725 Benzene 0.05467 0.05 mg/L 109 70-141 Q44725 Carbon tetrachloride 0.0535 0.05 mg/L 107 71-134 Q44725 Chlorobenzene 0.04702 0.05 mg/L 94 88-120 Q44725 Chloroform 0.05626 0.05 mg/L 113 68-139 Q44725 Methyl ethyl ketone(MEK) 0.05974 0.05 mg/L 119 70-130 Q44725 Tetrachloroethene 0.04976 0.05 *mg/L 100 67-124 Q44725 Trichloroethene 0.05401 0.05 mglL 108 78-124 Q44725 Vinyl chloride 0.05045 0.05 mglL 101 62-152 Q44725 Matrix Spike Recovery Recovery QC Balch Ranges Sample ID: Result Spike Amount Units 'Y % ID 258482 1,1-Dichloroethene 2.1404 2 mg/L 107 54-140 Q44725 1,2-Dichloroethane 2.2312 2 mg/L 112 67-143 Q44725 1,4-Dichlorobenzene 1,7888 2 mg/L 89 64-121 Q44725 Benzene 2.5656 2 mglL 128 62-129 Q44725 Carbon tetrachloride 2.1752 2 mg&L 1.09 54-142 Q44725 Chlorobenzene 1.9504 2 mglL 98 64-127 Q44725 Chloroform 2.3184 2 mglL 116 58-145 Q44725 Methyl ethyl ketone(MEK) 2.1364 2 mglL 98 70-130 Q44725 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc, 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 - Toll Free Number:1-8001529-6364 - Fax:7041525-0409 Page 2 of 6 Attachment A-Page 8 of 20 NC Certification No.402 Level II QC Report SC Certification No.99012 -� .:,- NC Drinking Water Cert.No.37735 1015/09 Full Service Analytical&Environmental Solutions Environmental Testing Solutions Project Marshall WWTP COC Group Number: G0909441 Attn: Kelley Keenan Name: Date/Time Submitted: 9/16/09 11:55 PO Box 7565 Project ID: Marshall Sludge Asheville, NC 28802 Matrix Spike Recovery ReCOvery RC Batch Ranges Sample ID: Result Spike Amount Units Is % It) 258482 Tetrachloroethene 2.098 2 mglL 102 55-130 Q44725 Trichloroethene 2.242 2 mg/L 112 52-128 Q44725 Vinyl chloride 1.9128 2 mg/L 96 47-147 044725 Matrix Spike Duplicate Recovery Recovery RPD Qcealcr, g RPD Sample ID: Result Spike Amount Units ToRa,es Range ID 258482 1,1-Dichloroethene 1.5692 2 mglL 78 54-140 31 # 0-20 044725 1,2-Dichloroethane 2.1556 2 mg/L 108 67-143 3 0-22 044725 1,4-Dichlorobenzene 1.8004 2 mglL 90 64-121 1 0-21 Q44725 Benzene 2.5636 2 mg/L 128 62-129 0 0-19 Q44725 Carbon tetrachloride 2.0908 2 mg/1- 105 54-142 4 0-23 Q44725 Chlorobenzene 1.9032 2 mg/L 95 64-127 2 0-20 Q44725 Chloroform 2.2888 2 mg/L 114 58-145 1 0-18 044725 Methyl ethyl ketone(MEK) 2.0944 2 mg/L 96 70-130 2 0-20 Q44725 Tetrachloroethene 2.0192 2 mg/L 98 55-130 4 0-22 Q44725 Trichloroethene 2.1836 2 mg/L 108 52-128 3 0-18 Q44725 Vinyl chloride 1.816 2 mg/L 91 47-147 5 0-23 Q44725 TCLP Leachable Mercury by CVAA,method 7470A Method Blank QC Batch Result RL Control Umit Units ID Mercury -0.00001 0.01 <0.005 mg/L Q44731 Laboratory Control Sample Recovery Recovery DC Batch' Result Spike Amount Units Y. Ranges ID Mercury 0.00887 0.0093 •mg/L 95 80-120 Q44731 Matrix Spike Recovery Recovery QC Batch ng Sample ID: Result Spike Amount. Units % Ra es ID 257765 Mercury 0.00897 0.0093 mg/L 96 80-120 044731 Matrix Spike Duplicate Recovery Recovery RPDRang OC Batch Sample ID: Result Spike Amount Units `Y %� RPD Range ID 257765 Mercury 0.00912 0.0093 mgA- 97 80-120 2 0-20 Q44731 s_Kr�sssfLit ®s a3 ,,.� s�o o Qm�3, 4 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road • P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 • Toll Free Number:1-800/529-6364 - Fax:704/525-0409 Page 3 of 6 Attachment A-Page 9 of 20 NC Certification No.402 Level II QC Report `'' SC Certification NoA4 .99012 NC Drinking Water Cert.No.37735 10/5/09 Full Service Analytical&Environmental Salutlona Environmental Testing Solutions Project Marshall WWTP COC Group Number: G0909441 Attn: Kelley Keenan Name: Date/Time Submitted: 9/16/09 11:55 PO Box 7565 Project ID: Marshall Sludge Asheville,NC 28802 TCLP Leachable Semi-volatile Organics by GCfMS,method 8270C Method Blank QC Batch Result RL Control Limit Units ID 1,4-Dichlorobenzene ND 0.05 <0.025 mg/L Q44770 2,4,5-Trichlorophenol ND 0.25 <0.125 mg/L Q44770 2,4,6-Trichiorophenol ND 0.1 <0.05 mg/L Q44770 2,4-Dinitrotoluene ND 0.012 <0.006 mg/L Q44770 2-Methylphenol ND 0.05 <0.025 mg/L Q44770 3&4-Methylphenol ND 0.05 <0.025 mg&L 044770 Hexachlorobenzene ND 0.01 <0.005 mg&L 044770 Hexachlorobutadiene ND 0.05 <0.025 mg/L Q44770 Hexachloroethane ND 0.05 <0.025 mg/L Q44770 Nitrobenzene ND 0.05 <0.025 mg/L Q44770 Pentachlorophenol ND 0.25 <0.125 mg/L Q44770 Pyridine ND 0.25 <0.125 mg/L Q44770 Laboratory Control Sample Recovery Recovery QC Batch Result Spike Amount Units yr, Ranges ID h 1,4-Dichlorobenzene 0.03761 0.05 mg/L 75 19-95 Q44770 2,4,5-Trichlorophenol 0.04897 0.05 mg/L 98 38-110 Q44770 2,4,6-Trichlorophenol 0.04778 0.05 mg/L 96 36-108 Q44770 2,4-Dinitrotoluene 0.0515 0.05 mg/L 103 47-122 Q44770 2-Methylphenol 0.0376 0.05 mg/L 75 12-97 Q44770 3&4-Methylphenol 0.03532 0.05 mg/L 71 10-98 Q44770 Hexachlorobenzene 0.04494 0.05 mg/L 90 51-115 044770 Hexachlorobutadiene 0.03818 0.05 .mg/L 76 20-102 Q44770 Hexachloroethane 0.03712 0.05 mg/L 74 17-96 Q44770 Nitrobenzene 0.04158 0.05 mg/L 83 33-88 Q44770 Pentachlorophenol 0.05133 0.05 mg& 103 48-124 Q44770 Pyridine 0.01453 0.05 mg/L 29 26-69 Q44770 Matrix Spike Recovery Recovery QC Balch Sample ID: Result Spike Amount Units % Ra,9es ID 2584821,4-Dichlorobenzene 0.03846 0.05 mg/L 77 19-99 044770 2,4,5-Trichlorophenol 0.02458 0.05 mg/L 49 42-113 Q44770 2,4,6-Trichlorophenol 0.04231 0.05 mg/L 85 37-112 044770 2,4-Dinitrotoluene 0.04591 0.05 mg& 92 48-126 Q44770 2-Methylphenol 0.0379 0.05 mg/L 6 # 18-106 Q44770 3&4-Methylphenal 0.06718 0.05 mg/L 72 15-107 Q44770 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529.6364 - Toll Free Number:1-800/529-6364 - Fax:704/525-0409 Page 4 of 6 Attachment A-Page 10 of 20 NC Certification No.402 Level il QC Report kih1/4 t'- ;` SG Certification No,99012 NC Drinking Water Cert,No.37735 1015109 • Full Service Analyt al 8 Environmental Solutions Environmental Testing Solutions Project Marshall WWTP COG Group Number: G0909441 Attn: Kelley Keenan Name: Date/Time Submitted: 9/16/09 11:55 PO Box 7565 Project ID: Marshall Sludge Asheville, NC 28802 Matrix Spike Recovery Recovery ac Batch Ranges Sample ID: Result Spike Amount Units ID 258482 Hexachlorobenzene 0.06885 0.05 mg/L 138 # 59-111 Q44770 Hexachlorobutadiene 0.03602 0.05 mg/L 72 10-123 044770 Hexachloroethane 0.03737 0.05 mglL 75 16-101 Q44770 Nitrobenzene 0.03782 0.05 mg/L 76 20-107 Q44770 Pentachlorophenol 0.03093 0.05 mg/L 62 # 62-119 Q44770 Pyridine 0.01782 0.05 mg/L 36 13-83 Q44770 Matrix Spike Duplicate Rernvery Recovery RPD QC Batch Sample ID: Result Spike Amount Units 'Ta Ranges %RPD Range ID 258482 1,4-Dichlorobenzene 0.03915 0.05 mg/L 78 19-99 2 0-36 044770 2,4,5-Trichlorophenol 0.02758 0.05 mg/L 55 42-113 12 0-21 Q44770 2,4,6-Trichlorophenoi 0,04274 0.05 mg/L 85 37-112 1 0-30 Q44770 2,4-Dinitrotoluene 0.04413 0.05 mglL 88 48-126 4 0-29 Q44770 2-Methylphenol 0.04543 0.05 mg/L 21 18-106 18 0-31 Q44770 3&4-Methylphenol 0.07095 0.05 mg/L 80 15-107 5 0.27 Q44770 Hexachlorobenzene 0.06581 0,05 mg/L 132 # 59-111 5 0-18 Q44770 Hexachlorobutadiene 0.0364 0.05 mgtL 73 10-123 1 0-34 Q44770 Hexachloroethane O.03943 0.05 mglL 79 16-101 5 0-38 Q44770 Nitrobenzene 0.03845 0.05 mgfL 77 20-107 2 0-25 Q44770 Pentachlorophenol 0.03202 0,05 mg/L 64 62-119 3 0-21 Q44770 Pyridine 0.01809 0,05 mg/L 36 13-83 2 0-39 Q44770 This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories.Inc. 449 Springbrook Road - P,O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529.6304 . Toll Free Number:1-800/529-6364 - Fax:704/525.0409 Page 5 of 6 Attachment A-Page 11 of 20 Aiahhh, , : : NC Certification No.402 Level it QC Report SC Certification No.99012 . NC Drinking Water Cert.No.37735 10/5/09 Full Senntce Analytkal&Environmental SolotIona Environmental Testing Solutions Project Marshall WWTP COC Group Number: G0909441 Attn: Kelley Keenan Name: Date/Time Submitted: 9/16/09 11:55 PO Box 7565 Project ID: Marshall Sludge Asheville,NC 28802 TCLP Leachable Organochlorine Pesticides by GC/ECD,method 8081A Method Blank QC Batch Result Rt. Control Limit Units ID Chlordane ND 0.0025 <0.00125 mglL Q44798 Endrin ND 0.0005 <0.00025 mg/L Q44798 Heptachlor ND 0.0005 <0.00025 mg/L Q44798 Heptachlor Epoxide ND 0.0005 <0.00025 mg/L Q44798 Lindane ND 0.0005 <0.00025 mg/L Q44798 Methoxychlor ND 0.0005 <0.00025 mg/L 044798 Toxaphene ND 0.025 <0.0125 mg/L Q44798 Laboratory Control Sample Recovery Recovery gcaatra, Result Spike Amount Units To ID ID Endrin 0.00528 0.005 m9/1- 106 69-144 Q44798 Heptachlor 0.00492 0.005 mg/L 98 61-136 Q44798 Heptachlor Epoxide 0.00521 0.005 mg/L 104 69-131 Q44798 Lindane 0.00548 0.005 mg/L 110 66-129 Q44798 Methoxychlor 0.00483 0.005 mg/L 97 70-157 Q44798 Matrix Spike Recovery Recovery gC6atch ID Result Spike Amount Units % Ranges Sample ID: %258004 Endrin 0.00531 0.005 mg/L 106 35-165 Q44798 Heptachlor 0.00508 0.005 mg/L 102 38-150 044798 Heptachlor Epoxide 0.00530 0.005 mg/L 106 40-141 Q44798 Lindane 0.00565 0.005 mg/L 113 45-140 Q44798 Methoxychlor 0.00478 0.005 mg/L 96 37-187 044798 Matrix Spike Duplicate • Recovery Recovery RPD QC Batch Ranges RPD Range Sample ID: Result Spike Amount Units i %9 ck ID 258004 Endrin 0.00553 0.005 mg/L 111 35-165 4 0-27 Q44798 Heptachlor 0.00524 0.005 mg/L 105 38-150 3 0-36 Q44798 Heptachlor Epoxide 0.00549 0.005 mg/I- 110 40-141 4 0-36 044798 Lindane 0.00585 0.005 mg& 117 45-140 3 0-32 Q44798 Methoxychlor 0.00501 0.005 mg/L 100 37-187 5 0-34 Q44798 #-See Case Narrative This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc. 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543 Phone:704/529-6364 - Toll Free Number:1.800/529-6364 - Fax:704/525-0409 Page 6 of 6 Attachment A-Page 12 of 20 ACCESS ANALYTICAL INC. ANALYTICAL REPORT CLIENT Prism Laboratories PO Box 240543 Charlotte NC 282240543 ATTENTION Peggy Kendall PROJECT ID G0909441 LABORATORY REPORT NUMBER 0909E34 DATE September 30,2009 Primary Data Review By Secondary Data Review By Erin Ruoff Ashley Amick Data Validation Manager,AES Project Manager,Access Analytical aamick@accessanalyticalinc.com PLEASE NOTE: - Unless otherwise noted,all analysis on this report performed at Analytical Environmental Services Inc.(AES Inc), 3785 Presidential Parkway,Atlanta,GA 30340. - AES is SCDIIEC certified laboratory#98016,NCDENR certified lab#562,GA certified lab#FL-E87582, NELAP certified laboratory#E87582 - Local support services for this project are provided by Access Analytical,Inc. Access Analytical is a representative of AES serving client in the SC/NC/GA areas. All questions regarding this report should be directed to your local Access Analytical representative at 803.781.4243 or toll fee at 883.315.4243 Page 1 of 5 Attachment A-Page 13 of 20 Analytical Environmental Services,Inc Date: 30-Sep-09 Client: Prism Laboratories Client Sample ID: 258004 Project: G0909441 Collection Date: 9/13/2009 12:00:00 PM Lab ID: 0909E34-001 Matrix: Sludge Analyses Result Qual MDL Reporting Units Batc6ID DF Date Analyzed Analyst Limit HERBICIDES,TCLP SW1311/8151A (SW3510B) 2,4,5-TP(Silvex) BRL 0.046 0.20 mgfL 118878 1 09/28/2009 17:28 AK 2,4-D BRL 0.041 0.20 ro8II, 118878 1 09/28/200917.28 AK Sun:DCAA 94.8 0 36.6-149 %REC 118878 1 09/28/2009 17:28 AK Qualifier,: • Value exceeds maximum contaminant level E Estimated(value above quzntitation range) BRL Below reporting limit S Spike Recovery outside limits due to matrix H Holding titers for preparation or analysis exceeded Hare See case narrative N Analyte not NELAC certified NC Not confirmed B Analyze detested in the associated method blank < Less than Result valor > Greater than Result value I Estimated value detected below Reporting Limit Page 3 of 5 Attachment A-Page 14 of 20 I OZ l0 9 L abed-V luawu0e11y ti S' H Ti a a a o a O ci X N Q J N ? 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Yes _ No _ Not Present Container/Temp Blank temperature in compliance? (4°C12)* Yes / No _ e Cooler#1 3,2 _- Cooler#2 Cooler#3 Cooler#4 Cooler#5 Cooler#6 Chain of custody present? Yes 7 No Chain of custody signed when relinquished and received? Yes / No Chain of custody agrees with sample labels? Yes / No _ Samples in proper container/bottle? Yes 1/ No Sample containers intact? Yes _ No _ Sufficient sample volume for indicated test? Yes / No _ All samples received within holding time? Yes Z No _ Was TAT marked on the COC? Yes ! No _/ Proceed with Standard TAT as per project history? Yes f ' No _ Not Applicable_ Water-VOA vials have zero headspace? No VOA vials submitted (7 Yes _ No Water-pH acceptable upon receipt? Yes _ No _ Not Applicable Adjusted? Checked by Sample Condition: Good /7 Other(Explain) f (For diffusive samples or An-IA lead)Is a known blank included? Yes _ No ! See Case Narrative for resolution of the Non-Conformance. i'Samples do not have to comply with the given range for certain parameters. 1L\Quality Assurance\Checklists Procedures Sign-Off Templates\Checklists\Sample Receipt Checklists\Samplc_Cooler Receipt Checklist Page 4 of 5 Attachment A-Page 17 of 20 I OZ 10 8 I.abed-V;Uau><,..e,14 0 z 00 � 1. Z rg a g z y° Z ZCIS 0 m >0 _ La E - c°� C7 ZII { IIIfN E m m .. Frc F- = IL yl 2 O '\ a. J Q i 2 > a c=,co . w m - ' Z LL = Z ¢` a ~ m F. J d Q. .. i Z c w 2 w Ito N = Win a 0 < cc 0 0 e a - z 2 z o �?21u E o O W w-or z: F`W ,< W O I *' U N c WZ.w � o N /N U J 0 $ _F wg ,z a a e c 1- W ll! Z 'Licit 3• z Lu C/, m O (I) Z -0 l�" it Z yr ,� p c X s ,—�� zOa Qt9 W fl rUn to c c v; O sn J .p .0 z0 0 _ m Q 6 } E n v) u. Ct 0 O w G 2 c w rn ? ,ems r O o Z 0 a .ems w °to 2 ° — t� N O = mN L.� m DRI N 9 _ c .O 0 LX,'` O Y 41 lIA_. o2� L w a m4y t@ �p } v/ W � -0 'o N N= 'C 04 C N T >� N .0 O W J Q c7 Y « N -I ;.=a`2,4; z U al c C e V . 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UI cr _ j LL O °J z �z z f— Q M v J v , M y x Mt �J ` � } ti r o Ca b.. c „ ' U W c — _ 1 ) -) r'":� r- ai Q. .. C/) a o v j = I. ►. E E u r ^ a a. .13gwnw,wall - I el to I v v, v, F a v U "0 • Environmental Protection Agency §261.24 §261.23 Characteristic of reactivity. sidered to be the extract for the pur- (a) A solid waste exhibits the char- pose of this section. acteristic of reactivity if a representa- (b) A solid waste that exhibits the tive sample of the waste has any of the characteristic of toxicity has the EPA following properties: Hazardous Waste Number specified in (1) It is normally unstable and read- Table I which corresponds to the toxic ily undergoes violent change without contaminant causing it to be 'haz- detonating. ardous. 2 It reacts violentlywith water. TABLE 1-MAXIMUM CONCENTRATION OF CONTAMINANTS FOR (2) THE TOXICITY CHARACTERISTIC (3) It forms potentially explosive mixtures with water. Regu- (4) When mixed with water, it gen- ENot;W Contaminant CAS No. latoLevel erates toxic gases,vapors or fumes in a (mg/L) quantity sufficient to present a danger D004 Arsenic 7440-38-2 5.0 to human health or the environment. D005 Barium 7440-39-3 100.0 (5) It is a cyanide or sulfide bearing D018 Benzene 71-43-2 0.5 . waste which, when exposed to pH con- D006 Cadmium 7440-43-9 1.o ditions between 2 and 12.5,can generate D019 Carbon tetrachloride 56-23-5 0.5 toxic gases, vapors or fumes in a quan- D020 Chlordane 57-74-9 0.03 titysufficient topresent a danger t0 D021 Chlorobenzene 108-90-7 100.0 D022 Chloroform ... 67-66-3 6.0 human health or the environment. D007 Chromium 7440-47-3 5.0 (6) It is capable of detonation or ex- D023 o-Cresol 95-48-7 4200.0 plosive reaction if it is subjected to a D024 m-Cresol 108-39-4 4200.0 strong initiating source or if heated D025 p-Cresol 106-44-5 4200.0 under confinement. D026 Cresol 4 200.0 D017 2,4-D 94-75-7 10.0 (7) It is readilycapable of detonation D027 1,4-Dichlorobenzene 106-46-7 7.5 or explosive decomposition or reaction D028 1,2-Dichloroethane 107-06-2 0.5 at standard temperature and pressure. D029 1,1-Dichloroethylene 75-35-4 0.7 (8) It is a forbidden explosive as de- D030 24-Dinitrotoluene 121-14-2 .0.13 fined in 49 CFR 173.51, or a Class A ex- D012 Erdrin 72-20-8 0.02 plosive as defined in 49 CFR 173.53 or a D031 oxide Heptachlor(and is ep 7s�a s o.00s Class B explosive as defined in 49 CFR D032 Hexachlorobenzene 116-74-1 30.13 173.88. D033 Hexachlorobutadiene.... 87-68-3 0.5 (b) A solid waste that exhibits the D034 Hoxachloroethane......... 67-72-1 3.0 characteristic of reactivityhas the D03 Lead 7a58- 9- 5.0 D013 Lindane 58-69-9 0.4 EPA Hazardous Waste Number of D003. D009 Mercury 7439-97-6 0.2 45 FR 33119, May19, 1980, as amended at 55 D014 Methoxychlor 72�5 10.0 [ D035 Methyl ethyl ketone 78-93-3 200.0 FR 22684,June 1,19901 D036 Nitrobenzene 98-95-3 2.0 D037 Pentrachlorophenol 87-86-5 100.0 §261.24 Toxicity characteristic. D038 Pyridine 110-86-1 .5.0 (a) A solid waste (except manufac- D010 selenium 7782-49-2 1.0 tured gas plant waste) exhibits the D0 Silver 7 5.0 D039127-Tetrachloroethylene 27-18-4 8-4 0.7 characteristic of toxicity if, using the D015 Toxaphene 8001-35-2 0.5 Toxicity Characteristic Leaching Pro- D040 Trichloroethylene 79-01-6 0.5 cedure, test Method 1311 in "Test D041 2,4,5-Trichlorophenol .... 95-95-4 400.0 Methods for Evaluating Solid,Waste, D042 2,4,6-Trichlorophenol .... 88-06-2 2.0 Ph il/Chemical Methods," EPA D017 2,4,5-TP(Silvex) 93-72-1 1.0 Ysca D043 Vinyl chloride 75-01-4 0.2 Publication SW-846, as incorporated by reference in§260.11 of this chapter, the Hazardous mbe Chemical abstrwasteactsnu servicr. e number. extract from a representative sample °Quantitation limit is greater than the calculated regulatory of the waste contains any of the con- lleveevel.l.The quantitation limit therefore becomes the regulatory taminants listed in table 1 at the con- 4If o-,m-,and p-Cresol concentrations cannot be differen- centration equal to or greater than the fated,the total cresol(D026)concentration is used.The regu- respective value given in that table, latory level of total cresol is 200 mg/I. Where the waste contains less than 0.5 [55 FR 11862, Mar. 29, 1990, as amended at 55 percent filterable solids, the waste FR 22684, June 1, 1990; 55 FR 26987, June 29, itself, after filtering using the method- 1990; 58 FR 46049, Aug. 31, 1993; 67 FR 11254, ology outlined in Method 1311, is con- Mar.13,2002] 63 Attachment B-Page 1 of 1 Attachment A—Request for Missing Information Table 2. EPA Application Form 2A Missing Information 40 CFR 122.21(j)(1) 1.1 Email address of facility contact byersenvironmental@gmail.com 1.2 Applicant email address fgilliam@townofmarshall .org 1.3 Email address of the organization transporting the discharge for treatment prior to discharge 1.4 Email address of the organization receiving the discharge for treatment prior to discharge 1.5 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(n)?(Check all that apply. Consult with your NPDES permitting authority to determine what information needs to be submitted and when.) Discharges into marine waters(CWA Section 1-1 Water quality related effluent limitation(CWA 301(h)) Section 302(b)(2)) Not applicable 1.6 Email address of contractor responsible for operational or maintenance aspects of the treatment works b ersenvironmental• •mail,com 40 CFR 122.21(j)(6) 1.7 Indicate the number of Sills and NSCIUs that discharge to the POTW. Number of SIUs Number of ClUs 1 0 40 CFR 122.22(a)and(d) 1.8 Certification Statement I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name(print or type first and last name) Official title Donald G. Byers ORC Signature Date signed ` �ti ("4' �_ 04.21.21 • al PO Box 7565 O Asheville,NC 28802 P Phone: (828)350-9364 ///A//,�l Fax: (828)350-9368 Environmental Testing Solutions,Inc. I Certificate of Analysis Project name: Marshall WWTP Project number: 160505.516 Collection date: 2-May-16 Date received: 2-May-16 Sample identification: Effluent-Grab Sample number: 136577 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Cyanide SM 4500CN E 0.011 0.005 mg/L 9-May-16 LCB 1 Oil&Grease(HEM) EPA 1664A <5.0 5.0 mg/L 9-May-16 CTS 1 VOC by 624 See Attached Sheet LBW 1,2,3 Sample identification: Effluent-Composite Sample number: 136578 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Dissolved Solids,Total SM 2540 C 320 10 mg/L 5-May-16 KEK Hardness,Total SM 2340 C 94 1.0 mg/L 5-May-16 SW Phenolics,Total 420.1 0.008 0.005 mg/L 5-May-16 EDH Total Kjeldahl Nitrogen 351.2 1.82 0.10 mg/L 5-May-16 EDH Nitrate-Nitrite SM4500-NO3 H 1.71 0.50 mg/L 9-May-16 REH Total Nitrogen Calculation 3.53 0.10 mg/L 9-May-16 REH I Total Phosphorus 200.7 4.6 0.020 mg/L 5-May-16 MEC Mercury 245.1 <0.00020 0.00020 mg/L 10-May-16 DER Antimony 200.8 <0.005 0.005 mg/L 5-May-16 DER Arsenic 200.8 <0.010 0.010 mg/L 5-May-16 DER I Beryllium 200.8 <0.001 0.001 mg/L 5-May-16 DER I Cadmium 200.8 <0.005 0.005 mg/L 5-May-16 DER I Chromium 200.8 <0.005 0.050 Aiggg///LLL 5-May-16 DER Copper 200.8 ,QQ(IZ 0.001 gpiL 5-May-16 DER Lead 200.8 <0.005 0.005 mg/L 5-May-16 DER Molybdenum 200.8 <0.010 0.010 mg/L 5-May-16 DER Nickel 200.8 <0.010 0.010 mg/L 5-May-16 DER I Selenuim 200.8 <0.010 0.010 mg/L 5-May-16 DER I Silver 200.8 <0.005 0.005 mg/L 6-May-16 DER Thallium 200.8 <0.001 0.001 mg/L 5-May-I6 DER I Zinc 200.8 - 0.010 mg/L 5-May-16 DER SVOC by 625 See Attached Sheet 23-May-16 RJM Footnotes: RL=Reporting Limit. Values are reported down to the Reporting Limit only. 1. Sample analyzed by Roger&Callcott Environmental. 2. Sample analyzed 05-03-16 and 05-04-16. 3. Headspace in all vials. Date reviewed: t‘ .3 i.1(0 NC Certification Number: 600 Data reviewed by: Kelley E.Keenan SC Certification Number: 99053 NC Drinking Water Certification Number: 37786 Signature: l This report should not be reproduced,exept in its entirety,without the written consent of Environmental Testing Solutions,Inc. The results in this report relate only to the samples submitted for analysis. • Rogers &Callcott • ENVIRONMENTAL gtoen° Laboratory Report Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 6050112 351 Depot St. Received: 05/03/2016 09:30 Asheville,NC 28801-4310 Dear Client: Rogers and Callcott appreciates the opportunity to be of service to you. The attached laboratory services report includes analytical results and chain of custody for samples that were received on May 03,2016. Rogers and Callcott maintains a formal QA/QC program. Unless otherwise noted,all analyses performed under NELAP certification have complied with all the requirements for the TNI standard. The analyses met the QA/QC confidence interval for each test method unless otherwise qualified. Estimated uncertainty is available upon request. Privileged/Confidential information may be contained in this report and is intended only for the use of the addressee. If you are not the addressee,or the person responsible for delivering to the person addressed,you may not copy or deliver this message to anyone else. If you receive this message by mistake,please notify Rogers and Callcott immediately. We strive to provide excellent service to our clients. Please contact Amy Ashley,your Project Manager,at amy.ashley@rogersandcallcott.com or (864)-335-4962 if you have any questions about this report. Report Approved By: 0.711-1 9-., c041ktil Amy Ashley Project Manager This report may not he reproduced,except in full,without written permission from Rogers&Callcoo.Inc PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864,232.1556 fax 864.232.6, rogersandcallcott.com ,mpany Page 1 of 21 4, Rogers &Callcott ENVIRONMENTAL a,.. South Carolina Greenville Laboratory Identification 23105 South Carolina Columbia Laboratory Identification 40572 Certificate of Analysis North Carolina LaboratoiyCertifrcation Number 27 North Carolina Drinking Water Lab Number 45710 NELAP Utah Certificate Number SC000042014-1 Georgia Drinking Water Lab ID 880 Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 6050112 351 Depot St. Received: 05/03/2016 09:30 Asheville,NC 28801-4310 Sample Number Sample Description Matrix Sampled Type 6050112-01 Marshall WWTPEfluent-Grab Wastewater 05/02/16 10:47 Grab 6050112-02 Marshall WWTP Effluent-Grab Wastewater 05/02/16 10:47 Grab 6050112-03 Marshall WWTP Effluent-Composite Wastewater 05/02/16 10:50 Composite PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville.SC 29607 man 864.232.1556 fax 864.232.6140 rogersandcallcott.com ..� — --._.....__.._._.�____.._.._.... - an employee•owned rrmipany 05 27 2016 11:01 This report muv not be reproduced,except infra ll,without written permission from Rogers it Callcon,Inc. Page 2 of 21 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 6050112 Asheville,NC 28801-4310 Reported: 05/27/16 11:01 Sample Data Sample Number 6050112-01 Sample Description Marshall WWTP Effluent-Grab collected on 05/02/16 10:47 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch General Chemistry Parameters Cyanide 0.011 0.005 mg/L 1.00 05/09/16 10:40 SM 4500CNCE-201 1 LCB B6E0362 Oil and Grease,Total,HEM ND 5.0 mg/L 1.00 05/09/16 13:00 EPA 1664B CTS B6E0404 Volatile Organics Z Benzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Bromoform ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Carbon tetrachloride ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Chlorobenzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 Dibromochloromethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Chloroethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 2-Chloroethylvinyl ether ND 5.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Chloroform • 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Bromodichloromethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 1,1-Dichloroethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 1,2-Dichloroethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 trans-1,2-Dichloroethene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-826oB LBW B6E0484 l,l-Dichloroethene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 1,2-Dichloropropane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Ethylbenzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 Bromomethane(Methyl Bromide) ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Chloromethane(Methyl Chloride) ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 1,1,2,2-Tetrachloroethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Tetrachloroethene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-826oB LBW B6E0484 Toluene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 1,1,1-Trichloroethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 1,1,2-Trichloroethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Trichloroethene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 Vinyl chloride ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Dichlorodifluoromethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Methylene Chloride ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Trichlorofluoromethane ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 1,2-Dichlorobenzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 l,3-Dichlorobenzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 l,4-Dichlorobenzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 1,2,4-Trichlorobenzene ND 2.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 f,>864.232.6140 rogersandcallcott.com an emic,,-p owned co,,,,,;,, 05 27 2016 11:01 This report may nor be reproduced,except in full,without written permission from Rogers&C'allcolt.Inc. Page 3 of 21 y ;t Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 6050112 Asheville,NC 28801-4310 Reported: 05/27/16 11:01 Sample Number 6050 1 1 2-0 1 Sample Description Marshall WWTP Effluent-Grab collected on 05/02/16 10:47 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Volatile Organics Z cis-1.3-Dichloropropene ND 1.0 ug/L 1.00 05/04/16 22:34 EPA624-8260B LBW B6E0484 trans-1,3-Dichloropropene ND 1.0 ug/L 1.00 05/04/16 22:34 EPA 624-8260B LBW B6E0484 Surrogates %REC %REC Limits Flag 1,2-Dichloroelhane-D4 79 70-130 4-Bromofluorohenzene 106 70-130 Toluene-D8 99 70-130 Sample Number 6050112-02 Sample Description Marshall WWTP Effluent-Grab collected on 05/02/16 10:47 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Volatile Organics Z Acrolein ND 5.0 ug/L 1.00 05/03/16 17:59 EPA 624-8260B LDP B6E0134 Acrylonitrile ND 5.0 ug/L 1.00 05/03/16 17:59 EPA 624-8260B LDP B6E0I34 Surrogates %REC %REC Limits Flag 1.2-Dichloroethane-D4 92 70-130 Toluene-US 111 70-130 4-Bromofluorobenzene 113 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com _ . ... an employee-owned cony:.; 05 27 2016 11:01 This report may not he reproduced,except in fill,without written permission from Rogers&C'allcou,Inc. Page 4 of 21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 6050112 Asheville,NC 28801-4310 Reported: 05/27/16 11:01 Sample Number 6050112-03 Sample Description Marshall WWTP Effluent-Composite collected on 05/02/16 10:50 Reporting Parameter Result Limit Units D r Analyzed Method Flag Analyst Batch General Chemistry Parameters Nitrate-Nitrite as N 1.71 0.50 mg/L 5.00 05/09/16 16:06 SM 4500NO3H-2011 REH B6E0395 Total Kjeldahl Nitrogen 1.82 0.10 mg/L 1.00 05/05/16 11:59 EPA 351.2 EDH B6E0138 Total Nitrogen(TKN+Nitrate+Nitrite) 3.53 0.10 mg/L 1.00 05/09/16 16:06 Calculation REH B6E0182 Total Recoverable Phenols 0.008 0.005 mg/L 1.00 05/05/16 07:00 EPA 420.1 EDH B6E0143 Total Metals Mercury ND 0.00020 mg/L 1.00 05/10/16 12:19 EPA 245.1 DER B6E0387 Antimony ND 0.005 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Arsenic ND 0.010 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Beryllium ND 0.001 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Cadmium ND 0.001 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Chromium ND 0.005 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Copper 0.007 0.001 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Lead ND 0.005 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Molybdenum ND 0.010 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Nickel ND 0.010 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Selenium ND 0.010 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Silver ND 0.005 mg/L 1.00 05/06/16 11:27 EPA 200.8 DER B6E0260 Thallium ND 0.001 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Total Phosphorus as P 4.6 0.020 mg/L 1.00 05/04/16 17:54 EPA 200.7 MEC B6E0085 Zinc 0.058 0.010 mg/L 1.00 05/05/16 22:07 EPA 200.8 DER B6E0191 Semi-Volatiles Organics 2-Chlorophenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2,4-Dichlorophenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2,4-Dimethylphenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2-Methyl-4,6-dinitrophenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2,4-Dinitrophenol ND 20.0 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RIM B6E0377 2-Nitrophenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 4-Nitrophenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 p-Chloro-m-cresol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Pentachlorophenol ND 10.0 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Phenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2,4,6-Trichlorophenol ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Acenaphthene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Acenaphthylene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 Anthracene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com - - -- -- an employee-owned company 05 27 2016 11:01 This report may not be reproduced,except in fill,without written permission from Rogers&Callum,Inc Page 5 of 21 4 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 6050112 Asheville,NC 28801-4310 Reported: 05/27/16 11:01 Sample Number 6050112-03 Sample Description Marshall WWTP Effluent-Composite collected on 05/02/16 10:50 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Benzidine ND 80.0 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Benzo(a)anthracene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Benzo(a)pyrene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Benzo(b)tluoranthene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Benzo(g,h,i)perylene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Benzo(k)fluoranthene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Bis(2-chloroethoxy)Methane ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Bis(2-chloroethyl)Ether ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 bis(2-Chloro-l-methylethyl)ether ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RIM B6E0377 Bis(2-ethylhexyl)Phthalate ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RIM B6E0377 4-Bromophenylphenyl ether ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Butylbenzylphthalate ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2-Chloronaphthalene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 4-Chlorophenylphenyl ether ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RIM B6E0377 Chrysene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 Dibenzo(a,h)anthracene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 3,3'-Dichlorobenzidine ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Diethylphthalate ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Dimethylphthalate ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Di-n-butylphthalate ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 2,4-Dinitrotoluene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 2,6-Dinitrotoluene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Di-n-octylphthalate ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 1,2-Diphenylhydrazene(Azobenzene) ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Fluoranthene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Fluorene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Hexachlorobenzene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Hexachlorobutadiene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Hexachlorocyclopentadiene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Hexachloroethane ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 Indeno(1,2,3-cd)pyrene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA625/8270D RJM B6E0377 Isophorone ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Naphthalene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Nitrobenzene ND 5.00 ug/L I.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 N-Nitroso-di-methylamine ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 N-Nitroso-di-n-propylamine ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville.SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an emplr,. n:v 05 27 2016 11:01 This report may not be reproduced,except in full,without written permission,from Rogers&(-Own,lnc. Page 6 of 21 h Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 6050112 Asheville,NC 28801-4310 Reported: 05/27/16 11:01 Sample Number 6050112-03 Sample Description Marshall WWTP Effluent-Composite collected on 05/02/16 10:50 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics N-Nitrosodiphenylamine(Diphenylamine) ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Phenanthrene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Pyrene ND 5.00 ug/L 1.00 05/23/16 20:48 EPA 625/8270D RJM B6E0377 Surrogates %REC %REC Limits Flag Nitrobenzene-DS 70 35-114 1-Fhmrohiphenyl 93 43-116 Terphenyl-D1-1 54 33-141 2-Fluorophenol 46 21-110 Phenol-D5 34 10-110 2,4.6-Tribromophenol 99 10-123 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville.SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com 05 27 2016 11:01 This report may not be reproduced,except in full,without written permission from Rogers&(al/cott,Inc. Page 7 of 21 , I! UMW pc. PO Box 7565 Asheville,NC 28802 Phone: (828)350-9364 1 g Fax: (828)350-9368ZO( „,, Environmental Testing Solutions,Inc. Certificate of Analysis Project name: Marshall WWTP Project number: 190211.508 Collection date: 7-Aug-18 Date received: 7-Aug-18 Sample identification: Effluent 001 -Grab Sample number: 165929 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Cyanide SM 4500CN E <0.005 0.005 mg/L 14-Feb-19 KAG I Oil&Grease(HEM) 1664A <5.0 5.0 mg/L 20-Feb-I9 CTS I VOC by 624 See Attached Sheet 13-Feb-19 LDM I Phenolics 420.1 <0.005 0.005 mg/L 19-Feb-I9 EDH I Mercury 1664A 5.08 0.500 ng/L 14-Feb-19 TJW 2 Sample identification: Effluent 001 -Composite Sample number: 165930 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Hardness,Total 200.7 100 5.0 mg/L 15-Feb-I9 KEK Dissolved Solids,Total SM 2540 C 340 20 mg/L 11-Feb-19 KEK Ammonia Nitrogen SM 4500 NH3 D 0.27 0.10 mg/L 14-Feb-19 KEK Total Kjeldahl Nitrogen 351.2 1.95 0.10 mg/L 28-Feb-19 LEW I Nitrate-Nitrite as N SM4500-NO3 H 0.30 0.10 mg/L 25-Feb-l9 JSW Total Nitrogen Calculation 2.25 0.100 mg/L 28-Feb-l9 LEW Total Phosphorus 200.7 0.24 0.020 mg/L 27-Feb-19 LMC I Antimony 200.8 <0.005 0.005 mg/L 1-Mar-19 MLR I Arsenic 200.8 <0.010 0.010 mg/L 1-Mar-19 MLR Beryllium 200.8 <0.001 0.001 mg/L I-Mar-19 MLR I Cadmium 200.8 <0.001 0.001 mg/L I-Mar-19 MLR Chromium 200.8 <0.005 0.005 jigfili I-Mar-19 MLR Copper 200.8 0.009) 0.002 MP 1-Mar-19 MLR Lead 200.8 <0.005 0.005 mg/L I-Mar-19 MLR Molybdenum 200.8 <0.010 0.010 mg/L I-Mar-19 MLR I Nickel 200.8 <0.010 0.010 mg/L 5-Mar-19 MLR Selenuim 200.8 <0.010 0.010 mg/L 1-Mar-19 MLR Silver 200.8 <0.005 0.005 mg/L 19-Feb-19 MLR Thallium 200.8 <0.0005 0.0005 mg/L 1-Mar-19 MLR •nc 200.8 0.086 0.010 mg/L I-Mar-19 MLR SVOC by 625 See Attached Sheet 18-Feb-19 RJM I Sample identification: Field Blank Sample number: 165931 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Mercury 1664A <0.500 0.500 ng/L 14-Feb-19 TJW 2 This report should not be reproduced,exept in its entirety,without the written consent of Environmental Testing Solutions,Inc. The results in this report relate only to the samples submitted for analysis. • PO Box 7565 • Asheville,NC 28802 Phone: (828)350-9364 Fax: (828)350-9368 Environmental Testing Solutions,Inc. Certificate of Analysis Footnotes: RL=Reporting Limit. Values are reported down to the Reporting Limit only. 1. Sample analyzed by Rogers&Callcott Environmental. 2. Sample analzyed by Shealy Environmental Services,Inc. Date reviewed: C140,1 NC Certification Number: 600 Data reviewed by: Kelley E. Keenan SC Certification Number: 99053 NC Drinking Water Certification Number: 37786 Signature: This report should not be reproduced,exept in its entirety,without the written consent of Environmental Testing Solutions,Inc. The results in this report relate only to the samples submitted for analysis. ,,,,,„„ _ . it Rogers &Callcott , ENVIRONMENTAL e Laboratory Report Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 9020575 351 Depot St. Received: 02/12/2019 10:00 Asheville,NC 28801-4310 Dear Client: Rogers and Callcott appreciates the opportunity to be of service to you. The attached laboratory services report includes analytical results and chain of custody for samples that were received on February 12,2019. Rogers and Callcott maintains a formal QA/QC program. Unless otherwise noted,all analyses performed under NELAP certification have complied with all the requirements for the TNI standard. The analyses met the QA/QC confidence interval for each test method unless otherwise qualified. Estimated uncertainty is available upon request. Privileged/Confidential information may be contained in this report and is intended only for the use of the addressee. If you are not the addressee,or the person responsible for delivering to the person addressed,you may not copy or deliver this message to anyone else. If you receive this message by mistake,please notify Rogers and Callcott immediately. We strive to provide excellent service to our clients. Please contact Amy Ashley,your Project Manager,at amy.ashley@rogersandcallcott.com or (864)-335-4962 if you have any questions about this report. Report Approved By: 071111 9--, aAkty Amy Ashley Project Manager This report may not be reproduced,except in full,without written permission from Rogers&Callcott.Inc. PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com -- - -- ----- -- --- — -- an emp oyFF • Page 1 of 21 6. Rogers &Callcott4;0 ENVIRONMENTAL South Carolina Greenville Laboratory Identification 23105 South Carolina Columbia Laboratory Identification 40572 Certificate of Analysis North Carolina Laboratory Certification Number 17 North Carolina Drinking Water Lab Number 45710 NELAP Utah Certificate Number SC000042014-I Georgia Drinking Water Lab ID 880 Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 9020575 351 Depot St. Received: 02/12/2019 10:00 Asheville,NC 28801-4310 Sample Number Sample Description Matrix Sampled Type 9020575-01 Marshall WWTP Effluent-Grab Wastewater 02/11/19 10:30 Grab 9020575-02 Marshall WWTP Effluent-Comp Wastewater 02/11/19 10:45 Composite 9020575-03 Marshall WWTP Effluent-Grab Wastewater 02/11/19 10:30 Grab PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 maw,864.232.1556 fax 864.232.6140 rogersandcallcott.com €mr -owned company 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott,Inc. Page 2 of 21 440 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Data Sample Number 9020575-01 Sample Description Marshall WWTP Effluent-Grab collected on 02/11/19 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch General Chemistry Parameters Cyanide ND 0.005 mg/L 1.00 02/14/19 10:20 SM 4500CNCE-20 11 KAG B9B0611 Oil and Grease,Total,HEM ND 5.0 mg/L 1.00 02/20/19 11:15 EPA 1664B CTS B9B0924 Total Recoverable Phenols ND 0.005 mg/L 1.00 02/19/19 08:00 EPA 420.1 EDH B9B0808 Volatile Organics Benzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Bromoform ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Carbon tetrachloride ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Chlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Dibromochloromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B068 1 Chloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 2-Chloroethylvinyl ether ND 5.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Chloroform • 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 2-Chloroethylvinyl ether ND 5.0 ug/L 1.00 02/13/19 16:35 EPA624.1 LDM B9B0681 Bromodichloromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,1-Dichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2-Dichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 trans-1,2-Dichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,1-Dichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2-Dichloropropane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Ethylbenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Bromomethane(Methyl Bromide) ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B068I Chloromethane(Methyl Chloride) ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 1,1,2,2-Tetrachloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Tetrachloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Toluene O 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,1,1-Trichloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,1,2-Trichloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Trichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Vinyl chloride ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Dichlorodifluoromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B068 1 Methylene Chloride ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Trichlorofluoromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2-Dichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,3-Dichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B068 1 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee-owned company 03/08/2019 12:07 This report may not be reproduced,except in fall,without written permission from Rogers&Callcott,Inc. Page 3 of 21 4 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-01 Sample Description Marshall WWTP Effluent-Grab collected on 02/11/19 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Volatile Organics 1,4-Dichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2,4-Trichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 cis-1,3-Dichloropropene ND 1.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 trans-1,3-Dichloropropene ND 1.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Surrogates %REC %REC Limits Flag 1.2-Dichloroethane-D4 102 70-130 4-Bromofluorobenaene 116 70-130 Toluene-D8 97 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232.1556 fax 664.232.6140 rogersandcallcott.com an employee-owned company 03/08/2019 12:07 This report may not be reproduced.except in full,without written permission from Rogers&Callcan,.Inc. Page 4 of 21 4-*\' 4 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-02 Sample Description Marshall WWTP Effluent-Comp collected on 02/11/19 10:45 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch General Chemistry Parameters Nitrate-Nitrite as N 0.30 0.10 mg/L 1.00 02/25/19 15:32 SM4500NO3H-2011 JSW B9B1119 Total Kjeldahl Nitrogen 1.95 0.10 mg/L 1.00 02/28/19 19:00 EPA351.2 LEW B9B1206 Total Nitrogen(TKN+Nitrate+Nitrite) 2.25 0.100 mg/L 1.00 02/28/19 19:00 Calculation LEW [CALC] Total Metals Antimony ND 0.005 mg/L 1.00 03/01/19 19:00 EPA 200.8 MLR B9B1103 Arsenic ND 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Beryllium ND 0.001 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Cadmium ND 0.001 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Chromium ND 0.005 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Copper 0.009 0.002 mg/L 1.00 03/01/19 19:00 EPA 200.8 MLR B9B1103 Lead ND 0.005 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Molybdenum ND 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Nickel ND 0.010 mg/L 1.00 03/05/19 19:32 EPA200.8 MLR B9B1103 Selenium ND 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Silver ND 0.005 mg/L 1.00 02/19/19 21:48 EPA200.8 MLR B9B0811 Thallium ND 0.0005 mg/L 1.00 03/01/19 19:00 EPA 200.8 MLR B9B1103 Total Phosphorus as P 0.24 0.020 mg/L 1.00 02/27/19 21:53 EPA 200.7 LMC B9B0626 Zinc 0.086 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Semi-Volatiles Organics 2-Chlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2,4-Dichlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2,4-Dimethylphenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2-Methyl-4,6-dinitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 2,4-Dinitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2-Nitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 4-Nitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 p-Chloro-m-cresol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Pentachlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Phenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RIM B9B0574 2,4,6-Trichlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Acenaphthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Acenaphthylene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Anthracene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzidine ND 80.0 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(a)anthracene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 mam 864.232.1556 fax 864.232.6140 rogersandcalleott.com all emp. . chomp,; 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott,Inc. Page 5 of 21 414 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-02 Sample Description Marshall WWTP Effluent-Comp collected on 02/11/19 10:45 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Benzo(a)pyrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(b)fluoranthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(g,h,i)perylene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Benzo(k)fluoranthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Bis(2-chloroethoxy)Methane ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Bis(2-chloroethyl)Ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 bis(2-Chloro-l-methylethyl)ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Bis(2-ethylhexyl)Phthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 4-Bromophenylphenyl ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Butylbenzylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 2-Chloronaphthalene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 4-Chlorophenylphenyl ether ND 5.00 ug/L 5.00 02/18/I9 21:14 EPA 625/8270D RJM B9B0574 Chrysene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Dibenzo(a,h)anthracene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 3,3'-Dichlorobenzidine ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Diethylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Dimethylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Di-n-butylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2,4-Dinitrotoluene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2,6-Dinitrotoluene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Di-n-octylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 1,2-Diphenylhydrazine(Azobenzene) ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Fluoranthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Fluorene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Hexachlorobenzene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Hexachlorobutadiene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Hexachlorocyclopentadiene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Hexachloroethane ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Indeno(1,2,3-cd)pyrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 lsophorone ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Naphthalene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Nitrobenzene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 N-Nitroso-di-methylamine ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 N-Nitroso-di-n-propylamine ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 N-Nitrosodiphenylamine(Diphenylamine) ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Phenanthrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232.1556 fax 864.232.6140 rogersandcallcott.com do en+ owned eumpany 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott.Inc. Page 6 of 21 0` Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-02 Sample Description Marshall WWTP Effluent-Comp collected on 02/11/19 10:45 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Pyrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Surrogates %REC %REC Limits Flag Nitrobenzene-DS 44 15-314 2-Fluorobiphenvl 45 32-118 Terphenvl-D14 37 26-173 1-Fluoropheno! 26 20-110 Phenol-DS 22 8-424 Rebatch Sample Number:9020575-02RE1 2.4,6-Tribromophenol 51 39-130 Sample Number 9020575-03 Sample Description Marshall WWTP Effluent-Grab collected on 02/11/19 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Volatile Organics Acrolein ND 5.0 ug/L 1.00 02/15/19 13:03 EPA624.1-82608 LDM B9B0817 Acrylonitrile ND 5.0 ug/L 1.00 02/15/19 13:03 EPA624.1-8260B LDM B9B0817 Surrogates %REC %REC Limits Flag 1,2-Dich1oroethane-D4 99 70-130 Toluene-D8 93 70-130 4-Bromofluorobenzene 112 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com - - - an eery, owned company 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott.Inc. Page 7 of 21 Rogers &Callcott " - g 4 ENVIRONMENTAL • Laboratory Report Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 9020575 351 Depot St. Received: 02/12/2019 10:00 Asheville,NC 28801-4310 Dear Client: Rogers and Callcott appreciates the opportunity to be of service to you. The attached laboratory services report includes analytical results and chain of custody for samples that were received on February 12,2019. Rogers and Callcott maintains a formal QA/QC program. Unless otherwise noted,all analyses performed under NELAP certification have complied with all the requirements for the TNI standard The analyses met the QA/QC confidence interval for each test method unless otherwise qualified. Estimated uncertainty is available upon request. Privileged/Confidential information may be contained in this report and is intended only for the use of the addressee. If you are not the addressee,or the person responsible for delivering to the person addressed,you may not copy or deliver this message to anyone else. If you receive this message by mistake,please notify Rogers and Callcott immediately. We strive to provide excellent service to our clients. Please contact Amy Ashley,your Project Manager,at amy.ashley@rogersandcallcott.com or (864)-335-4962 if you have any questions about this report. Report Approved By: °An aahlty Amy Ashley Project Manager This report may not be reproduced,except in full,without written permission from Rogers&Callcott,Inc. PO Box 5655 Greenville,SC 29606 426 Fail-forest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee-owned company I Page 1 of 21 L f7C 4 o � � �(� �� aRers &Callcott g ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-02 Sample Description Marshall WWTP Effluent-Comp collected on 02/11/19 10:45 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch General Chemistry Parameters Nitrate-Nitrite as N 0.30 0.10 mg/L 1.00 02/25/19 15:32 SM 4500NO3H-2011 JSW B9B 1119 Total Kjeldahl Nitrogen 1.95 0.10 mg/L 1.00 02/28/19 19:00 EPA 351.2 LEW B9B 1206 Total Nitrogen(TKN+Nitrate+Nitrite) 2.25 0.100 mg/L 1.00 02/28/19 19:00 Calculation LEW [CALC] Total Metals Antimony ND 0.005 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Arsenic ND 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR 89B1103 Beryllium ND 0.001 mg/L 1.00 03/01/19 19:00 EPA 200.8 MLR 89B 1103 Cadmium ND 0.001 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Chromium ND 0.005 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Copper 0.009 0.002 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Lead ND 0.005 mg/L 1.00 03/01/19 19:00 EPA 200.8 MLR B9B1103 Molybdenum ND 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9BII03 Nickel ND 0.010 mg/L 1.00 03/05/19 19:32 EPA200.8 MLR B9B1103 Selenium ND 0.010 mg/L 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Silver ND 0.005 mg/L 1.00 02/19/19 21:48 EPA 200.8 MLR B9B0811 Thallium ND 0.0005 mg/L 1.00 03/01/19 19:00 EPA 200.8 MLR B9B 1103 Total Phosphorus as P 0.24 0.020 mg/L 1.00 02/27/19 21:53 EPA 200.7 LMC B9B0626 Zinc 0.086 0.010 mg/l. 1.00 03/01/19 19:00 EPA200.8 MLR B9B1103 Semi-Volatiles Organics 2-Chiorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2,4-Dichlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 2,4-Dimethylphenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 2-Methyl-4,6-dinitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RIM B9B0574 2,4-Dinitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 2-Nitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM 89B0574 4-Nitrophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RIM B9B0574 p-Chloro-m-cresol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Pentachlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RIM B9B0574 Phenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RIM B9B0574 2,4,6-Trichlorophenol ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM 89B0574 Acenaphthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Acenaphthylene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM 89B0574 Anthracene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzidine ND 80.0 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(a)anthracene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville.SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com In employee owned company 03/08/2019 /2.07 - 77ts report may not be ravmduced.exceat &IL wAiro _wriJ1n Dermtssionhiom Rogers et Caucott,Inc. I_Page 5 of 21_ _L- - fa Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-02 Sample Description Marshall WWTP Effluent-Comp collected on 02/11/19 10:45 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Benzo(a)pyrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(k)fluoranthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(g,h,i)perylene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Benzo(k)fluoranthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Bis(2-chloroethoxy)Methane ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Bis(2-chloroethyl)Ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 bis(2-Chloro-l-methylethyl)ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RIM B9B0574 Bis(2-ethylhexyl)Phthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 4-Bromophenylphenyl ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Butylbenzylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 2-Chloronaphthalene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 4-Chlorophenylphcnyl ether ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Chrysene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Dibenzo(a,h)anthracene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 3,3'-Dichlorobenzidine ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Diethylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Dimethylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Di-n-butylphthalate ND 5.00 ug/l- 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 2,4-Dinitrotoluene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RIM B9B0574 2,6-Dinitrotoluene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Di-n-octylphthalate ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 I,2-Diphenylhydrazine(Azobenzene) ND 5.00 u8/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Fluoranthene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Fluorene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Hexachlorobenzene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Hexachlorobutadiene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Hexachlorocyclopentadiene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Hexachloroethane ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Indeno(1,2,3-cd)pyrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Isophorone ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RIM B9B0574 Naphthalene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RJM B9B0574 Nitrobenzene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 N-Nitroso-di-methylamine ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 N-Nitroso-di-n-propylamine ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RIM B9B0574 N-Nitrosodiphenylamine(Diphenylamine) ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RJM B9B0574 Phenanthrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA625/8270D RIM B9B0574 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an cmployoe owned rompany 03/08/2019 12•07 This report may not be reproduced,except injui,without wriuen permission from Rogers&Callcott.Inc. I Page 6 of 21 1 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Number 9020575-02 Sample Description Marshall WWTP Effluent-Comp collected on 02/11/19 10:45 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Pyrene ND 5.00 ug/L 5.00 02/18/19 21:14 EPA 625/8270D RIM B9B0574 Surrogates %REC %REC Limits Flag Nitrobenzene-D5 44 15-314 2-Fluorobiphenyl 45 32-118 Terphenvl-D14 37 26-173 2-Fluorophenol 26 20-110 Phenol-D5 22 8-424 Rebatch Sample Number:9020575-02RE1 2,4,6-Tribromophenol 51 39-130 Sample Number 9020575-03 Sample Description Marshall WWTP Effluent-Grab collected on 02/11/19 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Volatile Organics Acrolcin ND 5.0 ug/L 1.00 02/15/19 13:03 EPA624.1-8260B LDM B9B0817 Acrylonitrile ND 5.0 ug/L 1.00 02/15/19 13:03 EPA624.1-8260B LDM B9B0817 Surrogates %REC %REC Limits Flag 1,2-Dichloroethane-D4 99 70-130 Toluene-D8 93 70-130 4-Bromofluorobenzene 112 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com in employe., ,>wnwd(o np.1ny ,.._-__ This rnnnri e,,.,.sm.1- ..m.1 0.,.0..,i.1.11_3.rithaa..uritteArnennissionimmRogers&Callcott,Inc. I Page7of21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Sample Data Sample Number 9020575-01 Sample Description Marshall WWTP Effluent-Grab collected on 02/11/19 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch General Chemistry Parameters Cyanide ND 0.005 mg/L 1.00 02/14/19 10:20 SM4500CNCE-2011 KAG B9B061I Oil and Grease,Total,HEM ND 5.0 mg/L 1.00 02/20/19 11:15 EPA 1664B CTS B9B0924 Total Recoverable Phenols ND 0.005 mg/t. 1.00 02/19/19 08:00 EPA 420.1 EDH B9B0808 Volatile Organics Benzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-82608 LDM 89B0681 Bromoform ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM 89B0681 Carbon tetrachloride ND 2.0 u8/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Chlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Dibromochloromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Chloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM 89B0681 2-Chloroethylvinyl ether ND 5.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM 89B0681 Chloroform 6.1 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B068I 2-Chloroethylvinyl ether ND 5.0 ug/L 1.00 02/13/19 16:35 EPA 624.1 LDM B9B0681 Bromodichloromethanc ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM 89B0681 1,1-Dichloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2-Dichloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 trans-I,2-Dichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 1,1-Dichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2-Dichloropropanc ND 2.0 ug/L 1.00 02/13/19 I6:35 EPA624-8260B LDM B9B0681 Ethylbenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Bromomethane(Methyl Bromide) ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Chloromethane(Methyl Chloride) ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B068 1 1,1,2,2-Tetrachloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Tetrachloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Toluene " 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,1,1-Trichloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,1,2-Trichloroethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Trichloroethene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 Vinyl chloride ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Dichlorodifluoromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Methylene Chloride ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM 8980681 Trichiorofluoromethane ND 2.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 1,2-Dichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM 89B0681 1,3-Dichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employer owned company n:mRnnta 7,.m This report may not be reproduced,except in full,without written permission from Rogers&Callcott.Inc I Page 3 of 21 I a Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 2880 1-43 1 0 Reported: 03/08/19 12:07 Sample Number 9020575-01 Sample Description Marshall WWTP Effluent-Grab collected on 02/11/19 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Volatile Organics 1,4-Dichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 1,2,4-Trichlorobenzene ND 2.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 cis-1,3-Dichloropropene ND 1.0 ug/L 1.00 02/13/19 16:35 EPA 624-8260B LDM B9B0681 trans-I,3-Dichloropropene ND 1.0 ug/L 1.00 02/13/19 16:35 EPA624-8260B LDM B9B0681 Surrogates %REC %REC Limits Flag 1,1-Dichloroethane-D4 102 70-130 4-Bromofluorobenzene 116 70-130 Toluene-D8 97 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville.SC 29607 m:hm B64.232.1556 fax 864.232.6140 rogersandcallcott.com an employer owned company nvmpnnra 17417 This report may not be reproduced,except in full,without written permission from Rogers i Calkott.Inc. I Page 4 of 21 . Rogers &Callcott4- ENVIRONMENTAL South Carolina Greenville Laboratory identification 23105 South Carolina Columbia Laboratory Identification 40571 Certificate of Analysis North Carolina Laboratory C'ertiftcationNumber 17 North Carolina Drinking Water Lab Number 45710 NELAP Utah Certificate Number SC000042014-1 Georgia Drinking Water Lab ID 880 Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 9020575 351 Depot St. Received: 02/12/2019 10:00 Asheville,NC 288014310 Sample Number Sample Description Matrix Sampled Type 9020575-01 Marshall WWTP Effluent-Grab Wastewater 02/11/19 10:30 Grab 9020575-02 Marshall WWTP Effluent-Comp Wastewater 02/11/19 10:45 Composite 9020575-03 Marshall WWTP Effluent-Grab Wastewater 02/11/19 10:30 Grab PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 n,am 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee owned company A.'MO/+n,n .+ This report may_nnot be reproduced,except in full,without written permission from Rogers&Callcott,Inc. I Page 2 of 21 I • • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 General Chemistry Parameters Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0611 -General Prep-CN Blank(B9B0611-BLK1) Cyanide ND 0.005 mg/L LCS(B9B0611-BSI) Cyanide 0.088 0.005 mg/L 0.100 88 85-115 LCS(B9110611-BS2) Cyanide 0.182 0.005 mg/L 0.200 91 85-115 Batch B9B0808-General Prep-Phenol Blank(B9B0808-BLKI) Total Recoverable Phenols ND 0.005 mg/L LCS(B9B0808-BSI) Total Recoverable Phenols 0.0273 0.005 mg/L 0.0300 91 85-115 LCS Dup(B9B0808-BSDI) Total Recoverable Phenols 0.0270 0.005 mg/L 0.0300 90 85-115 1 20 Batch B9B0924-General Prep-O&G Blank(B9B0924-BLK1) Oil and Grease,Total,HEM ND 5.0 mg/L LCS(B9B0924-BSI) Oil and Grease,Total,HEM 37.6 5.0 mg/L 40.0 94 78-114 LCS Dup(B9B0924-BSDI) Oil and Grease,Total,HEM 37.9 5.0 mg/L 40.0 95 78-114 0.8 18 Batch B9B1119-General Prep-Wet Chem KL Blank(B9B1119-BLK1) Nitrate-Nitrite as N ND 0.10 mg/L PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 maul 864.232.1556 fax 864.232.6140 rogersandcallcott.com ------ '•-..a ..—...,...,r,.0 ..,+tti,,,,r written nermLssion from Rogers&Callcon,Inc. I Pfld P. 8 of 91 aRogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 General Chemistry Parameters Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B1119-General Prep-Wet Chem KL LCS(B9B1119-BS1) Nitrate-Nitrite as N 2.03 0.10 mg/L 2.00 101 85-115 Batch B9B 1206-EPA 351.2-TKN Blank(B9B1206-BLK1) Total Kjeldahl Nitrogen ND 0.10 mg/L LCS(B9B1206-BSI) Total Kjeldahl Nitrogen 2.96 0.10 mg/L 3.00 99 90-110 Matrix Spike(B9B1206-MS1) Source:9020575-02 Total Kjcldahl Nitrogen 4.97 0.10 mg/L 3.00 1.95 100 90-110 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville.SC 29607 ,11.11,1 864.232.1556 fax 864.232.6140 rogersandcallcott.com an emplovea owned company "-=- ---`' 6^-•/o11r0131 in fidi will au[wriu.m permission From Rogers&Cancan,Inc. I Paae 9 of 91 I__ �� Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Total Metals Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0626-EPA 200.7 Mod Blank(B9B0626-BLKI) Total Phosphorus as P ND 0.020 mg/L LCS(B9B0626-BSI) Total Phosphorus as P 0.482 0.020 mg/L 0.500 96 R5-I 15 Batch B9B0811 -EPA 200.8 Mod Blank(B9B0811-BLKI) Silver ND 0.005 mg/L LCS(B9B0811-BSI) Silver 0.059 0.005 mg/L 0.0600 98 85-115 Batch B9B1103-EPA 200.8 Blank(B9B1103-BLKI) Antimony ND 0.005 mg/L Arsenic ND 0.010 mg/L Beryllium ND 0.001 mg/L Cadmium ND 0.001 mg/L Chromium ND 0.005 mg/L Copper ND 0.002 mg/L Lead ND 0.005 mg/L Molybdenum ND 0.010 mg/L Nickel ND 0.010 mg/L Selenium ND 0.010 mg/L Thallium ND 0.0005 mg/L Zinc ND 0.010 mg/L • LCS(B9B1103-BSI) Antimony 0.188 0.005 mg/L 0.200 94 85-115 Arsenic 0.206 0.010 mg/L 0.200 103 85-115 Beryllium 0.200 0.001 mg/L 0.200 100 85-115 Cadmium 0.203 0.001 mg/L 0.200 102 85-115 Chromium 0.199 0.005 mg/L 0.200 99 85-115 Copper 0.203 0.002 mg/L 0.200 101 85-115 Lead 0.197 0.005 mg/L 0.200 99 85-115 PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee owned company - ra:...-..-.._-.._-.s.- -.ed,...ed exceataxn full without written p.ermiscionfinm Rogers&Calico:4 Inc. I Page 10 of 71 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Total Metals Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B1103-EPA 200.8 LCS(B9B1103-BS 1) Molybdenum 0.187 0.010 mg/L 0.200 93 85-115 Nickel 0.193 0.010 mg/L 0.200 96 85-115 Selenium 0.216 0.010 mg/L 0.200 108 85-115 Thallium 0.199 0.0005 mg/L 0.200 100 85-115 Zinc 0.207 0.010 mg/L 0.200 104 85-115 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 inane 864.232.1556 fax 864.232.6140 rogersandcallcott.com in employee,owned company 03/08/2019 12.•07 This report may not be reproduced,except in full,without written permission from Rogers d<Callcott,Inc. Page 11 of 21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Volatile Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0681 -EPA 624.1-5030 Blank(B9B0681-BLK1) Benzene ND 2.0 ug/L Bromoform ND 2.0 ug/L Carbon tetrachloride ND 2.0 ug/L Chlorobenzene ND 2.0 ug/L Dibromochloromethane ND 2.0 ug/L Chloroethane ND 2.0 ug/L 2-Chloroethylvinyl ether ND 5.0 ug/L Chloroform ND 2.0 ug/L 2-Chloroethylvinyl ether ND 5.0 ug/L Bromodichloromethane ND 2.0 ug/L 1,I-Dichloroethane ND 2.0 ug/L 1,2-Dichloroethane ND 2.0 ug/L trans-1,2-Dichloroethene ND 2.0 ug/L I,1-Dichloroethene ND 2.0 ug/L I,2-Dichloropropane ND 2.0 ug/L Ethylbenzenc ND 2.0 ug/L Bromomethane(Methyl Bromide) ND 2.0 ug/L Chioromethane(Methyl Chloride) ND 2.0 ug/L I,1,2,2-Tetrachloroethane ND 2.0 ug/L Tetrachlorocthene ND 2.0 ug/L. Toluene ND 2.0 ug/L I,1,1-Trichloroethane ND 2.0 ug/L 1,1,2-Trichloroethane ND 2.0 ug/L Trichloroethene ND 2.0 ug/L Vinyl chloride ND 2.0 ug/L Dichlorodifluoromethane ND 2.0 ug/L Methylene Chloride ND 2.0 ug/L Trichlorofluoromethane ND 2.0 ug/L 1,2-Dichlorobenzene ND 2.0 ug/L 1,3-Dichlorobenzene ND 2.0 ug/L 1,4-Dichlorobcnzcne ND 2.0 ug/L 1,2,4-Trichlorobenzene ND 2.0 ug/L cis-1,3-Dichloropropene ND 1.0 ug/L trans-1,3-Dichloropropene ND 1.0 ug/L Surrogate:1,1-Dichloroethane-D4 96 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee ownedcoinp.iey 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Calicott,Inc. Page 12 of 21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Volatile Organics Quality Control Summary Reporting Spike Source '/REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0681 -EPA 624.1-5030 Blank(B9B0681-BLK1) Surrogate:4-Bromofluorobenzene 107 70-130 Surrogate.Toluene-D8 94 70-130 LCS(B9B0681-BSI) Benzene 19.1 2.0 ug/L 20.0 95 70-130 Bromofotm 18.4 2.0 ug/L 20.0 92 70-130 Carbon tetrachloride 20.5 2.0 ug/L 20.0 103 70-130 Chlorobenzene 19.8 2.0 ug/L 20.0 99 70-130 Dibromochloromethane 20.9 2.0 ug/L 20.0 105 70-130 Chloroethanc 19.9 2.0 ug/L 20.0 100 60-140 2-Chloroethylvinyl ether 19.1 5.0 ug/L 20.0 95 50-150 Chloroform 19.0 2.0 ug/L 20.0 95 70-130 Bromodichloromethane 18.5 2.0 ug/L 20.0 93 70-130 2-Chloroethylvinyl ether 19.1 5.0 ug/L 20.0 95 5-225 1,1-Dichloroethane 19.2 2.0 ug/L 20.0 96 70-130 1,2-Dichloroethane 19.0 2.0 ug/L 20.0 95 70-130 trans-1,2-Dichloroethene 19.1 2.0 ug/L 20.0 95 70-130 1,1-Dichloroethene 19.7 2.0 ug/L 20.0 98 70-130 1,2-Dichloropropane 19.5 2.0 ug/L 20.0 98 70-130 Ethylbenzene 19.4 2.0 ug/L 20.0 97 70-130 Bromomethane(Methyl Bromide) 17.9 2.0 ug/L 20.0 90 60-140 Chloromethane(Methyl Chloride) 17.6 2.0 ug/L 20.0 88 60-140 1,1,2,2-Tetrachloroethane 17.2 2.0 ug/L 20.0 86 60-140 Tetrachloroethene 21.7 2.0 ug/L 20.0 108 70-130 Toluene 20.1 2.0 ug/L 20.0 100 70-130 1,1,1-Trichloroethane 19.9 2.0 ug/L 20.0 99 70-130 1,1,2-Trichloroethane 20.5 2.0 ug/L 20.0 102 70-130 Trichloroethene 20.1 2.0 ug/L 20.0 101 65-135 Vinyl chloride 18.2 2.0 ug/L 20.0 91 60-140 Dichlorodifluoromethane 21.0 2.0 ug/L 20.0 105 60-140 Methylene Chloride 16.6 2.0 ug/L 20.0 83 60-140 Trichlorofluoromethane 17.5 2.0 ug/L 20.0 87 60-140 1.2-Dichlorobenzene 18.4 2.0 ug/L 20.0 92 70-130 1,3-Dichlorobenzene 18.7 2.0 ug/L 20.0 93 70-130 1,4-Dichlorobenzene 18.3 2.0 ug/L 20.0 91 70-130 1,2,4-Trichlorobenzene 18.4 2.0 ug/L 20.0 92 60-140 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com )n cmpl , v.nnd;pmpany 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott.Inc. Page 13 of 21 a Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Volatile Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0681 -EPA 624.1-5030 LCS(B9B0681-BSI) cis-1,3-Dichloropropene 22.7 1.0 ug/L 20.0 114 70-130 trans-1,3-Dichloropropene 23.9 1.0 ug/L 20.0 120 70-130 Surrogate:1,2-Dichloroethane-D4 115 70-130 Surrogate:4-Bromofluorobenzene 99 70-130 Surrogate:Toluene-D8 123 70-130 Batch B9B0817-EPA 624.1-5030 Blank(B9B0817-BLK1) Acrolcin ND 5.0 ug/L Acrylonitrile ND 5.0 ug/L Surrogate:l,2-Dichloroethane-D4 84 70-130 Surrogate:Toluene-D8 79 70-130 Surrogate.4-Bromofluorobenzene 94 70-130 LCS(B9B0817-BS1) Acrolcm 35.0 5.0 ug/L 50.0 70 60-140 Acrylonitrile 45.0 5.0 ug/L 50.0 90 60-140 Surrogate:1,2-Dichloroethane-D4 106 70-130 Surrogate:Toluene-D8 107 70-130 Surrogate:4-Bromofluorobenzene 85 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville.SC 29607 ,,,,,d,864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee owned company 03/08/2019 12:07 This report mar not be reproduced,except in full,without written permission from Rogers&Callcott.Inc. Page 14 of 21 a Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Semi-Volatiles Organics Quality Control Summary Reporting Spike Source %REC RN) Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0574-EPA 625.1 Blank(B9B0574-BLKI) 2-Chiorophenol ND 5.00 ug/L 2,4-Dichlorophenol ND 5.00 ug/L 2,4-Dimethyiphenol ND 5.00 ug/L 2-Methyl-4,6-dinitrophenol ND 5.00 ug/L 2,4-Dinitrophenol ND 5.00 ug/L 2-Nitrophenol ND 5.00 ug/L 4-Nitrophenol ND 5.00 ug/L p-Chloro-m-cresol ND 5.00 ug/L Pentachlorophenol ND 5.00 ug/L Phenol ND 5.00 ug/L 2,4,6-Trichlorophenol ND 5.00 ug/L Acenaphthene ND 5.00 ug/L Acenaphthylene ND 5.00 ug/L Anthracene ND 5.00 ug/L Benzidine ND 80.0 ug/L Benzo(a)anthracenc ND 5.00 ug/L Benzo(a)pyrene ND 5.00 ug/L Benzo(b)fluoranthene ND 5.00 ug/L Benzo(g,h,i)perylene ND 5.00 ug/L Bcnzo(k)fluoranthene ND 5.00 ug/L Bis(2-chloroethoxy)Methane ND 5.00 ug/L Bis(2-chloroethyl)Ether ND 5.00 ug/L bis(2-Chloro-I-methylethyl)ether ND 5.00 ug/L Bis(2-ethylhexyl)Phthalatc ND 5.00 ug/L 4-Bromophenylphenylether ND 5.00 ug/L Butylbenzylphthalate ND 5.00 ug/L 2-Chloronaphthalenc ND 5.00 ug/L 4-Chiorophenyiphenyl ether ND 5.00 ug/L Chrysene ND 5.00 ug/L Dibenzo(a,h)anthracene NI) 5.00 ug/L 3,3'-Dichlorobenzidine ND 5.00 ug/L Diethylphthalate ND 5.00 ug/L Dimethylphthalate ND 5.00 ug/L Di-n-butylphthalatc ND 5.00 ug/L 2,4-Dinitrotoluene ND 5.00 ug/L PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee owned company 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Cal►co::,Inc. Page 15 of 21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Semi-Volatiles Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0574-EPA 625.1 Blank(B9B0574-BLK1) 2,6-Dinitrotoluene ND 5.00 ug/L Di-n-octylphthalatc ND 5.00 ug/L 1,2-Diphenylhydrazine(Azobenzene) ND 5.00 ug/L Fluoranthene ND 5.00 ug/L Fluorene ND 5.00 ug/L Hcxachlorobenzene ND 5.00 ug/L Hcxachlorobutadiene ND 5.00 ug/L Hexachlorocyclopentadiene ND 5.00 ug/L Hexachloroethane ND 5.00 ug/L lndeno(1,2,3-cd)pyrene ND 5.00 ug/L Isophorone ND 5.00 ug/L Naphthalene ND 5.00 ug/L Nitrobenzene ND 5.00 ug/L N-Nitroso-di-methylamine ND 5.00 ug/L N-Nitroso-di-n-propylamine ND 5.00 ug/L N-Nitrosodiphenylamine(Diphenylamine) ND 5.00 ug/L Phenanthrene ND 5.00 ug/L Pyrene ND 5.00 ug/L Surrogate:Nitrobenzene-D5 77 15-314 Surrogate:2-Fluorobiphenyl 60 32-118 Surrogate:Terphenyl-D14 47 26-173 Surrogate:2-Fluorophenol 48 20-110 Surrogate:Phenol-D5 40 8-414 Surrogate:2,4,6-Tribromophenol 83 39-130 LCS(B9B0574-BSI) 2-Chlorophenol 48.3 5.00 ug/L 100 48 23-134 2,4-Dichlorophenol 52.2 5.00 ug/L 100 52 39-135 2,4-Dimethylphenol 43.4 5.00 ug/L 100 43 32-120 2-Methyl-4,6-dinitrophenol 58.2 5.00 ug/L 100 58 1-181 2,4-Dinitrophenol 58.8 5.00 ug/L 100 59 1-191 2-Nitrophenol 55.2 5.00 ug/L 100 55 29-182 4-Nitrophenol 36.1 5.00 ug/L 100 36 1-132 p-Chloro-m-cresol 53.5 5.00 ug/L 100 54 22-147 Pentachlorophcnol 64.1 5.00 ug/L 100 64 14-176 Phenol 36.1 5.00 ug/L 100 36 5-120 PC Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville.SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com an employ,,,,,\aned comp.u,v 03/08/2019 12:07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott,Inc. Page 16 of 21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Semi-Volatiles Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0574-EPA 625.1 LCS(B9B0574-BSI) 2,4,6-Trichlorophenol 62.3 5.00 ug/L 100 62 37-144 Acenaphthenc 51.8 5.00 ug/L 100 52 47-145 Acenaphthylene 54.9 5.00 ug/L 100 55 33-145 Anthracene 70.9 5.00 ug/L 100 71 27-133 Benzidine 252 80.0 ug/L 500 50 5-120 Benzo(a)anthracene 67.6 5.00 ug/L 100 68 33-143 Benzo(a)pyrcne 83.0 5.00 ug/L 100 83 17-163 Benzo(b)tluoranthene 77.9 5.00 ug/L 100 78 24-159 Benzo(g,h,i)perylene 70.6 5.00 ug/L 100 71 1-219 Benzo(k)iluoranthene 74.0 5.00 ug/L 100 74 11-162 Bis(2-chloroethoxy)Methane 48.1 5.00 ug/L 100 48 33-184 Bis(2-chloroethyl)Ether 56.1 5.00 ug/L 100 56 12-158 bis(2-Chloro-1-methylethyl)ethcr 48.3 5.00 ug/L 100 48 36-166 Bis(2-ethylhexyl)Phthalate 81.0 5.00 ug/L 100 81 8-158 4-Bromophenylphenyl ether 63.9 5.00 ug/L 100 64 53-127 Butylbenzylphthalate 84.0 5.00 ug/L 100 84 1-152 4-Chlorophenylphenyl ether 56.2 5.00 ug/L 100 56 25-158 Cluysenc 70.8 5.00 ug/L 100 71 17-168 Dibenzo(a,h)anthracene 73.4 5.00 ug/L 100 73 5-227 3,3'-Dichlorobenzidine 72.7 5.00 ug/L 100 73 1-262 Diethylphthalate 64.9 5.00 ug/L 100 65 1-120 Dimethylphthalate 56.4 5.00 ug/L 100 56 1-120 Di-n-butylphthalate 83.0 5.00 ug/L 100 83 1-120 2,4-Dinitrotoluene 62.4 5.00 ug/L 100 62 39-139 2,6-Dinitrotoluene 60.2 5.00 ug/L 100 60 50-158 Di-n-octylphthalate 78.7 5.00 ug/L 100 79 4-146 Fluoranthene 87.8 5.00 ug/L 100 88 26-137 Fluorene 69.2 5.00 ug/L 100 69 59-121 Hexachlorobenzene 63.8 5.00 ug/L 100 64 1-152 Hexachlorobutadiene 41.1 5.00 ug/L 100 41 24-120 Hexachlorocyclopentadiene 51.3 5.00 ug/L 100 51 37-110 Hexachloroethane 48.6 5.00 ug/L 100 49 40-120 Indeno(1,2,3-cd)pyrene 74.2 5.00 ug/L 100 74 1-171 Isophorone 64.4 5.00 ug/L 100 64 21-196 Naphthalene 47.8 5.00 ug/L 100 48 21-133 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com in omployee owned company 03/08/2019 12:07 This report may not be reproduced,except in jun.without written permission from Rogers&Callcott,Inc. Page 17 of 21 • Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Semi-Volatiles Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B9B0574-EPA 625.1 LCS(B9B0574-BSI) Nitrobenzene 59.6 5.00 ug/L 100 60 35-180 N-Nitrosodi-methylaminc 42.5 5.00 ug/L 100 43 30-120 N-Nitroso-di-n-propylamine 52.2 5.00 ug/L 100 52 1-230 N-Nitrosodiphenylamine(Diphenylamine) 64.0 5.00 ug/L 100 64 60-130 Phenanthrene 66.9 5.00 ug/L 100 67 54-120 Pyrene 70.8 5.00 ug/L 100 71 52-120 Surrogate:Nitrobenzene-D5 57 15-314 Surrogate:2-Fluorobiphenvl 49 32-118 Surrogate:Terphenyl-D14 36 26-173 Surrogate:2-Fluorophenol 35 20-110 Surrogate:Phenol-D5 3/ 8-424 Surrogate:2,4,6-Tribromophenol 66 39-130 LCS(B9B0574-BS2) 2-Chloronaphthalene 64.0 5.00 ug/L 100 64 60-120 1,2-Diphenylhydrazine(Azobenzene) 60.4 5.00 ug/L 100 60 60-130 Surrogate:Nitrobenzene-DS 64 15-314 Surrogate:2-Fluorobiphenyl 58 32-118 Surrogate:Terphenyl-D14 41 26-173 Surrogate:2-Fluorophenol 31 20-I10 Surrogate:Phenol-D5 30 8-424 Surrogate:2,4,6-7ribromophenol 54 39-130 Sample Preparation Data Parameter Batch Sample ID Prepared Analyst EPA 200.7 M Digestion EPA 200.7 Mod B9B0626 9020575-02 02/14/2019 14:11 LHB EPA 200.8 Metal Digestion EPA 200.8 B9B 1103 9020575-02 02/25/2019 15:27 MLR EPA 200.8 Silver/Antimony Digestion EPA 200.8 Mod B9B0811 9020575-02 02/19/2019 09:17 TLT EPA 625.1 Extraction EPA 625.1 B9B0574 9020575-02 02/14/2019 09:00 DBB EPA 625.1 B9B0574 9020575-02REI 02/14/2019 09:00 DBB PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 main 864.232.1556 tax 864.232.6140 rogersandcallcott.com an employee owned company 03/08/20/9 12:07 This report ma),not be reproduced,except in full.without written permission from Rogers&Callcott,Inc. Page 18 of 21 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 9020575 Asheville,NC 28801-4310 Reported: 03/08/19 12:07 Data Qualifiers and Definitions ND Analyte NOT DETECTED at or above the reporting limit NR Not reported RPD Relative Percent Difference PO Box 5655 Greenville,SC 29606 426 Fait-forest Way Greenville.SC 29607 ,,,, ,864.232.1556 fax 864.232.6140 rogersandcallcott.com an employee owned company 03/08/2019 12.•07 This report may not be reproduced,except in full,without written permission from Rogers&Callcott,Inc. Page 19 of 21 � V JOE C ' U OQ W n. N •NE �Im In o 2ei n O a J/ °C C9I v 1 I I I 0 al ` O_ W 11 _ y U( i- > a o " c0 'a, a J v d F- v CC v c c a) ar c O O p a, y v a a o Z `� E_ "' Y CI tu Z 2 2 Z U O p K O c 0 co to I I I I ~ ro 0 o Cr. U U o cn 14 Q m 0 0 y m 30 7 0 0 Y - V1 N i i0 a! aJ a O ` E E 3 a1 Y_ Y (Q yL -� VI VI O C N - Q Q Q Q > E E E cc LIZI� 0 0 U U R. ,/ � o` f p nbI'woulyd"'o J! CC 4910.1J'CU ICI Li.; w o L w U w— C�� LU CC oN0 _. o 0 >— p ht <O L l< _ — D �� x U T (s)ia}aweJed _ . LL Qsaauie;uoJ 4o JagwnN Ie4ol'1 . j.,r J\ 0 z (/ I\ .5 Q � _ m m m m U 8NW a 0 o o 40 N 0 Z > C >_ > U 0 W W W `one a //�� ut •! u u u Ln -J -- �1 CC N K cc LC• CC CO N m pE = oG I.y ❑ O z U 1 w w !VT' 1 o di Li Lii tii 0 V w n 1 2 Q' _2 2 2 E El `/(y5 0 vNm a, 0 < < 0 V a' N O o O 2 > 11 N _ x z a C7 i 0 w z 416 m • ❑ C n W c 2137 N - J N m > o ,�-/ 0 N N z - m m .1) l0 6/ o 0 0 O 0__ 00 /� W at al7n E O N v p N v1 (O n pC oS Y W5 D D tirP G J J J 7 13 a E al O / V Q W W _ W O 2 a V < cc w i- a. , �n -i oc rri �n ri a • Sample Receipt Verification Date Work Client: Received: 2. `% .1 q Order: _ 1 U le Carrier Name: Client FedEx UPS US Mail Courier Field Services Other: Tracking Number: 4 wit,/3 j0ct 2,9-09 Y Receipt Criteria e N A Comments Shipping container/cooler intact? X Damaged Leaking Other: Custody seals intact? COC included with samples? COC signed when relinquished and received? Sample bottles intact? x Damaged Leaking Other: Sample ID on COC agree with label on bottle(s)? Date/time on COC agree with label on bottle(s)? X Number of bottles on COC agrees with number of bottles received? n Samples received within holding time? Sample volume sufficient for analysis? VOA vials free of headspace(<6mm bubble)? Temp at receipt recorded on COC Samples cooled? X Cold Packs Dry Ice None Temp measured with IR thermometer-SN:97050067 Samples requiring pH preservation at proper pH? `r Note: Samples for metals analysis may be preserved upon receipt in the lab. Note: Samples for O&G and VOA analysis—preservation checked at bench. Samples dechlorinated for parameters requiring chlorine removal at the time of sample collection? Note: Chlorine checked at bench for samples requiring Bacterial,VOA,and HAA analysis. If in-house preservation used — record Lot# HCL H3POa H2SO4 NaOH HNO3 Other Comments: Were non-conformance issues noted at sample receipt? Yes or No Non-Conformance issue other than noted above: Revised February 2018 Completed by: U Page 21 of 21 F t i PO Box 7565 Asheville.NC 28802 Phone: (828)350-9364 Fax: (828)350-9368 Environmental Testing Solutions,Inc. Certificate of Analysis Project name: Marshall WWTP Project number: 210809.506 Collection date: 9-Aug-21 Date received: _ 9-Aug-2 I Sample identification: Effluent 001 -Grab Sample number. 215025 Parameter Method Result RL Units I)atr Anal%4 Footnotes Analysed Cyanide SM 4500CN E <0.005 0.005 mg/L 16-Aug-21 MIL 1 Oil&Grease(HEM) I664A <5.0 5.0 mg/L 25-Aug-21 CTS 1 VOC by 624 See Attached Sheet 12-Aug-21 LDM 1 Phenolics 420.1 <0.005 0.005 mg/L le-Aug-21 EDH 1 Bacteria.Fecal Coliform SM 9222 D <1 I cal,100ml e-Aug-21 MS Sample identification: Effluent 001 -Composite Sample number: 215024 Parameter Method Result RL UnitsDate Analyst Footnotes Analyzed ,-13-0�,5 day SM 5210 B <2.0 2.0 mg/L II-Aug-2 I KEK olids.Total Suspended SM 2540 D 6.8 3.6 mgnL i 1-Aug-21 KEK Hardness,Total 200.7 99 5.0 mg/L 14-A4-21 BSC . Dissolved Solids,Total SM 2540 C 350 20 mgdL 12-Aug-21 KEK Total Kjeldahl Nitrogen 351.2 1.64 0.50 mg/L 13-Aug-21 LKH I Nitrate-Nitrite as N SM4500-NO3 H 7.14 1.00 mg/1. 17-Aug-21 DRG I __Total Nitrogen Calculation 8.77 1.000 mg/L 17-Aug-21 LKH I _Taal Phosphorus 200.7 6.9 0.100 mg/L la-Aug-21 MLR 1 Antimony 200.8 <0.005 0.005 mg/L 19-Aug-21 MLR 1 Arsenic 200.8 <0.010 0.010 mg/L 19-Aug-It MLR 1 Beryllium 200.8 <0.001 0.001 mg/L 19-Aug-21 MLR 1 Cadmium 200.8 <0.001 0.001 mg/L 19-Aug-21 MLR 1 Chromium 200.8 <0.005 0.005 me,. 19-Aug-21 MLR 1 Copper 200.8 0.010 0.002 mg/L 19-Aug-21 MLR 1 Lead 200.8 <0.005 0.005 mg/L 19-Aug-21 MLR Molybdenum 200.8 <0.010 0.010 mg/L 19-Aug-21 MLR 1 Nickel 200.8 <0.010 0.010 mg,L 19-Aug-2l MLR 1 Selenuim 200.8 <0.010 0.010 mg/L 19-Aug-2l MLR 1 Silver 200.8 <0.005 0.005 mg/ is-Aug-21 MLR 1 Thallium 200.8 <0.0005 0.0005 mg/L 19-Aug-21 MLR 1 Zinc 200.8 0.037 0.010 mg/L 19-Aug-21 MLR 1 SVOC by 625 See Attached Sheet 21-Aug-21 RIM 1 Sample identification: Influent-Composite Sample number: 215023 Parameter Method Result RL Unit sDate Analyst Footnotes Analyzed BUD,5 day SM 5210 B >1000 2.0 mglL 11-Aug-21 KEK 2 Solids.Total Suspended SM 2540 D 270 83 mg/L I i-Aug-2 i KEK This report should not be reproduced,exept in its entirety,without the written consent ofLnvironmental Testing Solutions.Inc. The results in this report relate only to the samples submitted tor analysis, OOP PO Box 7565 Asheville,NC 28802 Phone: (828)350-9364 Fax: (828)350-9368 Environmental Testing Solutions,Inc. Certificate of Analysis Footnotes: RL=Reporting Limit. Values are reported down to the Reporting Limit only. I. Sample analyzed by Rogers&Callcott Environmental. 2. Sample depleted too much oxygen. Result report is a greater than value. Date reviewed: 1 +-Z-1 NC Certification Number: 600 Data reviewed by: Kelley E. Keenan SC Certification Number: 99053 NC Drinking Water Certification Number: 37786 Signature: This report should not be reproduced.exept in its entirety.without the written consent of Environmental Testing Solutions.Inc. The results in this report relate only to the samples submitted for analysis Rogers & Callcott g r ENVIRONMENTAL Laboratory Report Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan li'ork Order: 1080713 351 Depot St. Received: 08/10/2021 14:00 Asheville,NC 28801-4310 Dear Client: Rogers and Callcott appreciates the opportunity to be of service to you. The attached laboratory services report i.eludes analytical results and chain of custody for samples that were received on August 10,2021. Rogers and Callcott maintains a formal QA/QC pro_ am. Unless otherwise noted,all analyses performed under NELAP certification have complied with all the requirements for the TN1 standard. T analyses met the QA/QC confidence interval for each test method unless otherwise qualified. Estimated uncertainty is available upon request. Privileged/Confidential information may be contained in this report and is intended only for the use of the ad+ ee. If you are not the addressee,or the person responsible for delivering to the person addressed.you may not copy or deliver this message to anyone else. If you receive this message by mistake,please notify Rogers and Callcott immediately. We strive to provide excellent service to our clients. Please contact Lauren Hollister, your Project Manager,at .1listerJrcenviro.com. (8641-232-1556 if you have any questions about this report. Report Approved By: (7?4:114goggetidoii Lauren Hollister Project Manager This report may not be reprodaced.exrepr to full.without written permission from 'ogees&Cancan.Inc. PO Box 5655 Greenville,SC 29606 426 Fait-forest Way Greenville,SC 29607 rna•n 864.232.1556 tax 864.232.6140 rogersandcallcott.com rrpany Z�S,,PRp�l.,cC Rogers & Callcott r: Thl ENVIRONMENTAL "1BO""iO South Carolina Greene le Laboratory Identification 23105 South Carolina Colum<'a Laboratory Identification 40572 Certificate of Analysis North Carolina Labora ory Certification Number 27 North Carolina Drinki : Water Lab Number 45710 NELAP Utah Certificar Number SC000042014-1 Georgia Drinking Wale Lab 1D 880 Client Environmental Testing Solutions Project: Marshall WWTP Kelley E.Keenan Work Order: 1080713 351 Depot St. Received: 08/10/2021 14:00 Asheville,NC 28801-4310 Sample Number Sample Description Matrix Sampled Type 1080713-01 Marshall WWTP Effluent Grab astewater 08/09/21 10:30 Grab 1080713-02 Marshall WWTP Effluent Grab aslewater 08/09/21 10:30 Grab 1080713-03 Marshall WWTP Effluent Composite astewater 08/09/21 00:00 Composite PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 roam 864.232.iSS6 fax 864.232.6140 rogersandcallcott-corm an<=ml1lnyw awned r oripany 08/27/2021 16:5! This report may not he reproduced.except in full.without written permission!him ogers di Colima,Inc. a Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Sample Data Sample Number 1080713-01 Sample Description Marshall WWTP Effluent Grab collected on 08/09/21 10:30 Reporting Parameter ResuII Limit Units DF Analyzed Method Flag Analyst Batch General Chemists Parameters Cyanide ND 0.005 mgrL 1.00 08/16/21 If:22 SM4500CNCE-2a11 MFZ BIH0689 Oil and Grease.Total.HEM ND 5.0 mg/L 1.00 08/25/21 IC:05 EPA I 664B CTS 131H1239 Total Recoverable Phenols ND 0.005 mg/L 1.00 08/19/21 0'1:00 EPA 420.1 MNW B 1 H0935 Volatile Organics Benzene ND 2.0 ug/L 1.00 08/12/21 12:04 EPA 624-1-8260D LDM B1H0602 Bromoform ND 2.0 ugh 1.00 08/12/21 12:04 EPA 624.1-8260D LDM B 1 H0602 Carbon tetrachloride ND 2-0 ug/L 1.00 08/12/21 12:04 EPA624_1-s260D LDM BIH0602 Chlorobenzene ND 2.0 ug/L 1.00 08/12/21 12:04 EPA 6241.8260D LDM BIH0602 Dibromochloromethane ND 2.0 ug/L 1.00 08/12/21 12:04 EPA624.1-8260D LDM BIH0602 Chloroethane ND 2.0 ug/L 1.00 08/12/21 12:04 EPA 624-1.8260D LDM B1H0602 Chloroform 3.6 2.0 ug/L 1.00 08/12/21 12:04 EPA 624 1-8260D LDM B1H0602 2-Chloroethylvinyl ether ND 5.0 ug/L 1.00 08/12/21 12t04 EPA624.i LDM B 1 H0602 Bromodichloromethane ND 2.0 ug,'L 1.00 08/12/21 1104 EPA 624 1-8260D LDM B1H0602 1.1-Dichloroethane ND 2.0 ug/L 1.00 08/12/21 1104 EPA 6241-8260D LDM B1H0602 1,2-Dichloroethane ND 2.0 ug%L 1.00 08/12/21 1104 EPA624.1-8260D LDM B1H0602 trans-12-Dichloroethene ND 2.0 ug/L 1.00 08/12/21 1104 EPA 624 1412600 LDM B 1 H0602 l.1-Dichloroethene ND 2.0 ug(L 1.00 08/12/21 12E04 EPA 624.1-s2600 LDM B1H0602 1,2-Dichloropropane ND 2.0 ug/L 1.00 08/12/21 12t04 EPA 624 1-8260D LDM B1H0602 Ethylbenzene ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624.1.8260D LDM B I H0602 Bromomethane(Methyl Bromide) ND 2.0 ug/L 1,00 08/12)21 12 04 EPA 624.1.826013 LDM B I H0602 Chloromet bane(Methyl Chloride) ND 2.0 WI- 1.00 08/12/21 1z 04 EPA 624.1.6260D LDM BIH0602 1,1,2,2-Tetrachloroethane ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624.1.62600 LDM B1H0602 Tetrachloroethene ND 2.0 ug/L 1.00 06/12/21 1204 EPA624.1-8260D LDM B1H0602 Toluene ND 2.0 ug/L 1.00 08/12/21 12_04 EPA624.1.8260D LDM B1H0602 1.1,1-Trichloroethane ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624-1-a26(1D LDM B1140602 I,1.2-Trichloroethane ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624I-8260D LDM B1H0602 Trichloroethene ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624r-8268D LDM B1H0602 Vinyl chloride ND 2.0 ug/L 1.00 08/12/21 1204 EPA624.1-8260D LDM B1H0602 Dichloroditluoromethane ND 2.0 ug/L 1.00 08/12/21 1204 EPA 6241-8260D LDM BIH0602 Methylene Chloride ND 2.0 ug/L 1.00 08/12/21 1204 EPA 6241-82604 LDM B1H0602 Trichlarofluoromethane ND 2.0 ug/L 1.00 08/12/21 12 04 EPA 624 1.8260D LDM B1H0602 l,2-Dichlorobenzene ND 2.0 ug/L 1.00 08/12/21 12 04 EPA 624 1.8260D LDM B 1 H0602 1.3-Dichlorobenzene ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624.1-8260D LDM B1H0602 l.4-Dichlorobenzene ND 2.0 ug/L 1.00 08/12/21 1204 EPA 624 1.8260D LDM B1H0602 PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 mom 864.232.1556 fax 864.232.6140 rogersandcalicott.Com All empIuy,- .....rlr,i,.)mpa ny 08/27/2021 16:51 This report may not be reproduced.except in full.without written permission from Pagers&Conrad Inc 0. Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:5I Sample Number 1 0807 1 3-0I Sample Description Marshall WWTP Effluent Grab collected on 08/09/21 10:30 Reporting Parameter Result Limit Units DF Analyzer Method Flag Analyst Batch Volatile Organics 1,2,4-Trichlorobenzene ND 2.0 ug/L 1.00 08/12/21 12:04 EPA624[42WD LDM BIH0602 cis-1,3-Dichloropropene ND 1.0 ug/L 1.00 08/12/21 12:04 EPA 624.1-a260D LDM BIH0602 trans-1.3-Dichloropropene ND 1.0 usiL 1.00 08/12/21 11:04 EPA624.1.8260D LDM B1H0602 Surrogates %REC %REC Un?Ira Flag 1.2-Dichiomethane-D4 100 70-130 4-8romotluarohenzene 86 70-130' Toluene-DR 94 70-130 Sample Number 1080713-02 Sample Description Marshall WWTP Effluent Grab collected on 08/09/21 10:30 Reporting Parameter Result Limit Units DF Analyzed Method Flag g Anah,[ lialrh Volatile Organics Acrolein ND 5.0 ug/L 1.00 08/17/21 14:59 EPA624.1-N260D LBL B1H0838 Acrylonitrile ND 5.0 ugiL 1.00 08/17/21 14:59 EPA 6241-a260D LBL B1110838 Surrogates %REC %REC Lints Flag 1.2-Dichlorverhane-D4 I10 70-130 Tolteene-D8 122 70-130 4-Bromoflumnhemene 117 70-130 PO Box 5655 Greenville.SC 29606 426 Fa1rforest Way Greenville.SC 29607 main 864.232 1556 fax 86.1.232.6140 rogersandcallcott.com . _ an emp1oyr-a-owned tnmpany 08/2712021 16:51 This report may not he reproduced,except in faM.without written permission from roger.!el Colima.Inc. 44 Rogers &VCa[tcott ENIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Sample Number 1080713-03 Sample Description Marshall WWTP Effluent Composite collected on 08/09/21 00:00 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch General Chemistry Parameters Nitrate-Nitrite as N 7.14 1.00 mglL 10.0 08/17/21 0S:31 SEA 4500NO3i4-2011 DRG B 1 H0718 Total Kjeldahl Nitrogen 1.64 0.50 mg/L 5.00 08/13/21 11:54 EPA351.2 LKH B1H0605 Total Nitrogen(TKN+Nitrate+Nitrite) 8.77 1.00 mglL 10.0 08/17/21 05:31 Calculation LICH LCALC] Total Metals Antimony ND 0.005 mg/L 1.00 08/19/21 15:40 EPA 200.8 MLR B1H0766 Arsenic ND 0.010 mg/L 1.00 08/19/21 15:40 EPA 200.8 MLR B1H0766 Beryllium ND 0.001 mgfL 1.00 08/19/21 15:40 EPA200.8 MLR B1H0766 Cadmium ND 0.001 mg/L 1,00 08/19/21 15:40 EPA200.8 MLR BIH0766 Chromium ND 0.005 mglL 1.00 08/19/21 15E40 EPA200.8 MLR B1H0766 Copper 0.010 0.002 mg/L 1.00 08/19/21 1140 EPA 200.8 MLR B 1 H0766 Lead ND 0.005 mg/L 1.00 08/19/21 1140 EPA200.8 MLR 131H0766 Molybdenum ND 0.010 mg/L 1.00 Oa/19/2l 151:40 EPA200.8 MLR B1H0766 Nickel ND 0.010 mg/L 1.00 08/19/21 I5t40 EPA200.8 MLR B1H0766 Selenium ND 0.010 mg/L 1.00 08/19/21 15t40 EPA200.8 MLR B1H0766 Silver ND 0.005 mg/L 1.00 08/18/21 1609 EPA 200.8 MLR B 1 H0762 Thallium ND 0.0005 mg/L 1.00 08/19/21 15:40 EPA200.8 MLR B1H0766 Total Phosphorus as P 6.9 0.10 mg/L 5.00 08/16/21 16 11 EPA 200.7 MLR B I H0660 Zinc 0.037 0.010 mglL 1.00 08/19/21 15:40 EPA200.8 MLR B1H0766 Semi-Volatiles Organics 2-Chlorophenol ND 5.00 ug/L L00 08/21/21 2243 EPA625.1-8270E RIM B1H0694 2,4-Dichtorophenol ND 5.00 ug/L 1.00 08/21/21 2243 EPA625.1-8270E RIM B1H0694 2,4-Dimethylphenol ND 5.00 ug/L 1.00 08/21/21 2243 EPA 625.1.82711E RIM B1H0694 2-Methyl-4,6-dinitrophenol ND 5.00 ug/L 1.00 08/21/21 22 43 EPA 625 l-#270E RIM B1H0694 2,4-Dinitrophenol ND 10.0 ug/L 1.00 08/21/21 2243 EPA 625-1.8279E RIM B1H0694 2-Nitrophenal ND 5.00 ug/L 1.00 08/21/21 2243 EPA 625 1.8270E RIM B1H0694 4-Nitrophenol ND 5.00 ug/L 1.00 08(21/21 2243 EPA 625.1-827aE RIM B1H0694 p-Chloro-m-cresol ND 5.00 ug/L 1.00 08/21/21 2243 EPA 6251.82711E RIM B1H0694 Pentachlorophenol ND 5.00 ug/L 1.00 08/21/21 2243 EPA 625.1-8270E RIM B1H0694 Phenol ND 5.00 uglL 1.00 08/21/21 22 43 EPA 625 1.8270E RIM B I H0694 2.4.6-Trichlorophenol ND 5.00 ug/1- 1.00 08/21/21 2243 EPA625.1-8270E RIM B1H0694 Acenaphthene ND 5.00 ug/L. 1.00 08/21/21 2243 EPA 625_I-8270E RIM B1H0694 Acenaphthylene ND 5.00 uglL 1.00 08/21/21 2243 EPA625.1-8270E RIM B1H0694 Anthracene ND 5.00 ug/L 1.00 08/21/21 22143 EPA625.1-8270E RIM B1H0694 Benzidine ND 80.0 ug/L 1.00 08/21/21 22 43 EPA 625,1-8270E RIM B1H0694 Benzola)anthracene ND 5.00 ug/L 1.00 08/21/21 22143 EPA625.1.X270E RIM B1H0694 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232 i556 fax 864.232.6140 rogersandcallcott.com - an employee ow need company 08/27/2021 16:51 This report naui'um be reproduced,except in fill,without written permission from hogers&Callcon,Inc. gii Rogers & Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:5 I Sample Number 1080713-03 Sample Description Marshall WWTP Effluent Composite collected on 08/09/21 00:00 Reporting Parameter Result Limit Units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Benzola)pyrene ND 5.00 ug/L 1.00 08/21/21 2::43 EPA625.1-8270E RJM B1H0694 Benzo(h)fluoranthene ND 5.00 ug/L 1.00 08/21/21 2::43 EPA625.1.8270E RJM 81H0694 Benzo(g.h.i)perylene ND 5.00 ug/L 1.00 08/21/21 2;:43 EPA625128270E RJM B1H0694 Benzo(k}fluoranthene ND 5.00 uglL 1.00 08/21/21 22:43 EPA625.128270E RJM B1H0694 Bis{2-chloroethoxy)Methane ND 5.00 ug/L 1.00 08/21/21 22:43 EPA 625.1.5270E RIM B1H0694 Bis(2-chloroethyl)Ether ND 5.00 ug/L 1.00 08/21/21 22:43 EPA 625125270E RIM B1H0694 bis(2-Chloro-l-methylethyl)ether ND 5.00 ug/L 1.00 08/21/21 2/:43 EPA625.1.1270E RJM B1H0694 Bis(2-ethylhexyl)Phthalate ND 10.0 ug/L 1.00 08/21/21 22:43 EPA625.1-5270E RIM BIH0694 Buiylbenzylphthalate ND 5.00 ug1L 1.00 08/21/21 22:43 EPA625.1-8270E RJM B1H0694 2-Chloronaphthalene ND 5.00 uglL 1.00 08/21/21 22:43 EPA 625.1.8270E RJM B1H0694 4-Chlorophenylphenyl ether ND 5.00 ug/L 1.00 08/21/21 22:43 EPA625.1-52270E RiM B1H0694 Chrysene ND 5.00 ug/L 1.00 08/21/21 22:43 EPA625.1.5270E RIM B1H0694 Dibenzo(a,h)anthracene ND 5.00 ug'L 1.00 08/21/21 2143 EPA 6251-5270E RJM B1H0694 3.3'-Dichlorobenzidine ND 5.00 ug/L 1.00 08/21/21 2143 EPA 625.1.5270E RJM B1H0694 Diethylphthalate ND 5.00 ug/L 1.00 08/21/21 2143 EPA625.1.8270E RJM B1H0694 Dimethylphthalate ND 5.00 ug/L. 1.00 08/21/21 2143 EPA6251-nn70E RJM 81H0694 Di-n-butylphthalate ND 5.00 ug/L 1.00 08/21/21 22.43 EPA625.1.8270E RJM B1H0694 2,4-Dinitrototuene ND 5.00 ug/L 1.00 08/21/21 27._43 EPA n25.1-8270E RJM B1H0694 16-Dinitrotoluene ND 5.00 ug/L 1.00 08/21/21 22:43 EPA 6251-827°E RJM BIH0694 Di-n-octylphthalate ND 5.00 uglL 1.00 08/21/21 22.43 EPA 625128270E RJM BIH0694 1,2-Diphenylhydrazine(Azobenzene) ND 5.00 ug/L 1.00 08/21/21 2143 EPA 625.1.8270E RJM BIH0694 Fluoranthene ND 5.00 ug/L 1.00 08/21/21 22'43 EPA 625128270E RJM BIH0694 Fluorene ND 5.00 ug/L 1.00 08/21/21 22.43 EPA625.1.8270E RJM BIH0694 Hexachlorobenzene ND 5.00 ughL 1,00 08/21/21 2243 EPA 625I-5270E RJM B1H0694 Hexachlorobutadiene ND 5.00 ug/L 1.00 08/21/21 2243 EPA 62515270E RJM B1H0694 Hexachlorocyclopentadiene ND 5.00 ug/L 1.00 08/21/21 2243 EPA625.1.8270E RIM B1H0694 Hexachloroethane ND 5.00 ug/L 1.00 08/21/21 22 43 EPA 62$18270E RJM B1H0694 Indeno(1,2,3-cd)pyrene ND 5.00 ug/L 1.00 08/21/21 22 43 EPA 625.1.8270E RJM B1H0694 Isophorone ND 5.00 ug/L 1.00 08/21/21 22 43 EPA 625 1.5270E RJM B 1 H0694 Naphthalene ND 5.00 ug/L 1.00 08/21/21 2243 EPA621.1-8270E RJM B1H0694 Nitrobenzene ND 5.00 ug/L 1.00 08/21/21 2243 EPA625.I.5270F RJM B1H0694 N-Nitroso-di-methylamine ND 5.00 ugn- 1.00 08/21/21 2243 EPA625-125270E RIM B1H0694 N-Nitroso-di-n-propylamine ND 5.00 ug/L 1.00 08/21/21 2243 EPA625.1.8270E RJM B1H0694 N-Nitrosodiphenylamine(Diphenylamine) ND 5.00 ug/L 1.00 08/21/21 2243 EPA 6251.8270E RJM B1H0694 Phenanthrene ND 5.00 ug/L 1.00 08/21/21 22 43 EPA625.1.8270E RJM B1H0694 Pyrene ND 5.00 ug/L 1.00 08/21/21 2243 EPA625.128270E RJM RIH0694 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Green 4Iie,SC 29607 main 864.232.1556 by 864.232.6140 ragerSandealleott.com an employee.owned c:anhany 08/27/2021 16:51 This report may not be reproduced.except in full,without written permission from Pagers rfe CaNrou.Inc. iki\4 Rogers & Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St, Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Sample Number 1080713-03RE1 Sample Description Marshall WWTP Effluent Composite collected on 08/09/21 00:00 Reporting Parameter Result Limit units DF Analyzed Method Flag Analyst Batch Semi-Volatiles Organics Rebatch Sample Number: 1080713-03REI 4-Bromophenylphenyl ether ND 5.00 ug L 1.00 08/17/21 22 07 EPA625 1-8270E KM B1H0694 Surrogates y REC %REC Limits Flag Nitrobenzene-D5 54 15-314 2-Fluorohiphenvl 48 32-118 Terphenyd-D 14 90 26-173 2-Fluomphenal 48 20-110 Phenol-DS 45 8-424 2,4,6-Trfhromophenol 76 39-130 Rebatch Sample Number: 1080713-03RE1 Nitrobenzene-DS 56 15-314 2-Flonrobiphenyl 47 32-118 Terphenvl-D14 98 26-173 2-Fluorophenol 49 20-110 Phenol-Di 43 8-424 2.4.6-Tribromophenol 82 39-130 PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232.1555 fax 864.232.6140 rogersandcallcott.corn -- -- -- - - an employee owned rnmpany 08/27/2021 16.51 This report may nn1 he reproduced.except in fu1L aithoul urilten permission from Rogers&CaArol1,Inc. Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 General Chemistry Parameters Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B1H0605-EPA 351.2-TKN Blank(1111H0605-BLKI) Total Kjeldahl Nitrogen ND 0.10 mg L LCS(B1 H0605-BS1) Total Kjcldahl Nitrogen 2.83 0.10 mgrL 3.00 94 90-110 Batch B1 H0689-General Prep-CN Blank(RI H0689-BLK I) Cyanide ND 0.005 mg'L LCS(B1 H0689-BSI) Cyanide 0.200 0.005 mg'L 0.200 100 85.115 Batch B1H0718-General Prep-Wet Chem KL Blank(B1 H0718-BLK I) Nitrate-Nitrite es N ND 0.10 mg/L LCS(B1H0718-BSI) Nitrate-Nitrite as N 1.19 0.10 mgrL 1.25 95 85-115 Batch BIH0935-General Prep-Phenol Blank{B1 H0935-BLK1) Total Recoverable Phenols ND 0.005 mg/I. LCS(B1H0935-BS1) Total Recoverable Phenols 0.0318 0.005 mg/L 0.0300 106 85-115 Batch B1H1239-General Prep-O&G Blank(B1H1239-BLK I) Oil and Grease,Total,HEM ND 5.0 mg/L PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 Quin 864 2321556 tax 86.4.232.6140 rogersandcallcott.com - - Jr:riiipIuv'n awned company 08/27/2021 16:51 This report may nut he reproduced.except infuil,without written permission from Nogert&Callcon.lnc. 4\4, Rogers &�Callcott ENEnvironmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville.NC 28801-4310 Reported: 08/27/21 16:51 General Chemistry Parameters Quality Control Summary Reporting Spike Source "/aREC RPD Parameter Result I.imit {nits Level Result %REC Limits RPD Limit Flags Batch Bl H 1239-General Prep-O&G LCS(B1 H 1239-BSJ) Oil and Grease,Total.HEM 3v 2 5.0 mgt. 40.0 98 78-114 • PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville.SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com - an employ nwned company 08/27l7021 16:31 This report may not he reproduced,except in fill,without written permission from Pagers&Catcott,Inc Rogers & Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Total Metals Quality Control Summary Reporting Spike Sourer %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B1H0660-EPA 200.7 Mod Blank(B 1H0660-BLK 1) Total Phosphorus as P ND 0.020 mg/L LCS(B l H0660-BSI) Total Phosphorus as P 0.497 0.020 mgtL 0.500 99 85-I 15 Batch B1H0762-EPA 200.8 Mod Blank(B1H0762-BLK1) Silver ND 0.005 mg/L LCS(B1H0762-BSI) Silver 0.057 0.005 mglL 0.0600 95 85-115 Duplicate(B1H0762-DUPI) Source:1080713-03 Silver ND 0.005 mg-L ND 20 Matrix Spike(B1H0762-MSI) Source:1080713-03 Silver 0.059 0.005 mg/L 0.0600 ND 98 70-130 Post Spike(B I H0762-PS1) Source:1080713-03 Silver 0.066 mgt 0.0700 ND 95 75-125 Batch BI H0766-EPA 200.8 Blank(B1H0766-BLK1) Antimony ND 0.005 mg/L Arsenic ND 0.010 mg/L Beryllium ND 0.001 mg/L Cadmium ND 0.001 mg/L Chromium ND 0.005 mgiL Copper ND 0.002 mgiL Lead ND 0.005 mg 1. Molybdenum ND 0.010 mgrL Nickel ND 0.010 inert Selenium ND 0010 mg/L Thallium ND 0.0005 mg/L Zinc ND 0.010 mg1 PO Box 5655 Greenville,SC 29606 426 Fairforest Way Greenville,SC 29607 man 864.232 1556 fax 864.232.6140 rogersandcallcott.com — ail employee owned company 08/27/2021 16.51 This report may not be reproduced,except in fug,without written permission from Angers&Callcatt.Inc. Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Total Metals Quality Control Summary Reporting Spike Source %REC RPD I'ar:nnrier Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B1 H0766-EPA 200.8 LCS(B I H0766-BS I} Antimony 0.202 0.005 mg/L 0.200 101 85-115 Arsenic 0.207 0.010 mgJL 0.200 103 85-115 Beryllium 0.204 0.001 mgei- 0.200 102 85-115 Cadmium 0.202 0.001 mg/L 0.200 101 85-115 Chromium 0.199 0.005 mg/L 0.200 100 85-115 Copper 0.205 0.002 mg/L 0.200 103 85-115 Lead 0.202 0.005 mg/L 0.200 101 85-115 Molybdenum 0.192 0.010 mgiL 0.200 96 85-115 Nickel 0.200 0.010 mgiL 0.200 100 85-115 Selenium 0.220 0.010 mgiL 0.200 110 85-115 Thallium 0.203 0.0005 mg/ 0.200 101 85-115 Zinc 0.209 0.010 mp/L 0.200 105 85-115 PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 make 864.232-1556 fax 864.232.6140 rogersandcalleott.com an employe*-owned company 08/27/2021 16:51 This report may not he repmduced.except in fu!l without written permission from Rogers&Callcott.Inc. 6` Rogers &�CaRRcott IRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 - Volatile Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B1H0602- EPA 624.1-5030 Blank(B 1 H0602-BLKI) Benzene ND 2,0 ug L Bromoform ND 2.0 ug'L Carbon tetrachloride ND 2.0 uglL Chlorobenzcne ND 2.0 uglL Dibromochloromethane ND 2.0 ug/L Chloroethane ND 2.0 ug/L 2-Chlorocthylvinyl ether ND 5.0 ug/l. Chloroform ND 2.0 ug/L 2-ChlorocthylvtnyI ether ND 5.0 ug'L Bromodichloromcthanc ND 2.0 ua•L 1.1-Dichloroethanc ND 2.0 ug L 1,2-Dichloroethanc ND 2.0 ug/L trans-l2-Dichlorocthene ND 2.0 ug/L 1.I-Dichlorocthene ND 2.0 ug/L 12-bichloropropanc ND 2.0 ug/L Ethylbenzenc ND 2.0 ug/L Bromomcthanc(Methyl Bromide) ND 2.0 ug/L Chloromethane(Methyl Chloride) ND 2.0 ug/L I.1.2.2-Terrachloroeihone ND 2.0 ug/L Tetrachloroerhenc ND 2.0 ug/L Toluene ND 2.0 ughL I,I.I-Trichtoroethane ND 2.0 uglL I,I.2-Trichloroethane ND 2.0 ug/i. Trichtoroethcnc ND 2.0 ug/L Vinyl chloride ND 2.0 ug'L Dichtorodifluoromcthanc ND 2.0 ugL Methylene Chloride ND 2.0 ug7L Trichlorofluoromcthane ND 2.0 ug/L 1.2-Dichlorobcnzcne ND 2.0 uglL I.3-Dichlorobcnzcnc ND 2.0 ug/L 1,4-Dichlorobenxenc ND 2.0 ug/L I.2.4-Trichlorobenzenc ND 2.0 ug/L c is-1,3-Dichloropropene ND I.0 ug/L trans-I,3-Dichloropropenc ND 1.0 ug/L Surrogate:1.2-Dirhloroerhane-D4 98 70-130 PO Box 5655 Greenville,SC 29606 426 Fairforest VVay Greenville.SC 29607 mini 864 232 ISS6 fax 864-232.6140 rogersandcallcott.com -- - .,n err.IJnyrF owners ronlhlny 08/17/2021 16:5! This report may not he reproduced.ercepr in full without written permission from lagers&Cu!lcan.Inc. W` Rogers & Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28 80 1-43 1 0 Reported: 08/27/21 16:51 Volatile Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Resah Limit Units Level Result %REC Limits RPD Limit Flags Batch B1H0602 - EPA 624.1-5030 Blank(BIH0602-BLKI) Surrogate.-4-Bromojleomhen.ene 91 70-130 Surrogate.'Toluene-DR 93 70-130 LCS(B1H0602-BSI) Benzene 18.3 2.0 ug L 20.0 91 70-130 Bromoform 18.9 2.0 ug/L 20.0 95 70-130 Carbon tetrachloride 21.7 2.0 ug/L 20.0 109 70-130 Chlorobcnzcnc 17.2 2.0 ugiL 20.0 86 70-130 Dibromochloromcthanc 17.4 2.0 ug/L 20.0 87 70-130 Chlorocthanc 19.7 2.0 ug/L 20.0 99 60-140 2-Chlorocthylvinyl ether 19.1 5.0 ug/L 20.0 96 50-150 Chloroform 17.8 2.0 ug/L 20.0 89 70-130 Btomadichloromethanc 20.1 2.0 ug/L 20.0 100 70-130 2-Chlarocthylvtnylether 19.1 5.0 ug/L 20.0 96 5-225 1.1-Dichlorocthanc 17.1 2.0 ugfL 20.0 86 70-130 1,2-Dichloroeihanc 18.0 2.0 ug1L 20.0 90 70-130 Iran s-l.2-Dichlorocthcnc 17.3 2.0 ugfL 20.0 87 70-130 1.1-D Oil orocthcnc 20.0 2.0 ug/L 20.0 100 70-130 1,2-Dichloropropane t8.4 2.0 ug/L 20.0 92 70-130 Ethylbenzcnc 17.6 2.0 ug/L 20,0 88 70-130 Bromomethanc(Methyl Bromide 19.7 2.0 ug/L 20.0 98 60-140 Chioromeihanc(Methyl Chloride) 14.8 2.0 ug/L 20.0 74 60-140 1.1 2.2-Tetrachloroethanc 17.9 2.0 ug/L 20.0 90 60.140 Tctrachlorocthcnc 19.6 2.0 ug/L 20.0 98 70-130 Toluene 17,7 2.0 ug/L 20.0 B9 70-130 I.1.1-Tnchloroeihanc 19.0 2.0 ug/L 20.0 95 70-130 1,1,2-Trtehlorocthanc 18.0 2.0 ug/L 20.0 90 70-130 Triehlorocthene 21.3 2.0 ugfL 20.0 106 65-135 Vinyl chloride 19.6 2.0 ug/L 20.0 98 60-140 Dichlorodifluoromethanc I9.4 2.0 ug/L 20.0 97 60-140 Methylene Chloride 17,4 2.0 ug/L 20.0 87 60-140 Trichlorofluoromcthanc 22.6 2.0 ug/L 20.0 113 60-140 1,2-Dichlorobcnzenc 17.7 2.0 ug/L 20.0 88 70-130 1,3-Dichlorobenzene 16.8 2.0 ug/L 20.0 84 70-130 1,4-Dichlorobeuzenc 16.5 2.0 uglL 20.0 I 82 70-130 1,2,4-Tnchlorobcnzcnc 20.8 2.0 ug/L 20.0 104 60-140 PO Box 5655 Greenville,SC 29606 426 Fatrforest Way Greenville.SC 29607 main 864.232 1556 Fax 864.232.6140 rogersandcallcott.corn 08/27/2021 16:51 This report may nor be reproduced.except in full.without written permission from Rogers&Cancan,Inc. - -- - ------r - - 1161140 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 • Volatile Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Fags Batch B1H0602-EPA 624.1-5030 LCS(131 H0602-BSI) cis-1,3-Dichloropropcnc 21.4 1.0 ug/L 20.0 107 70-130 trans-1,3-Dichloropropcnc 19.4 1.0 ugiL 20.0 97 70-130 Surrogate:l.2-Dichtornethane-D4 82 70-130 Surrogate:4-Bromofluotuhen_ene 76 70-130 Surrogate.Toluene-D8 82 70-130 Batch B1H0838-EPA 624.1-5030 Blank(B I H0838-BLK 1) Acrolcin ND 5.0 ug/L Acrylonitnlc ND 5.0 ugiL Surrogate•1,2-Dichloraethane-D4 110 70-130 Surrogate.Toluene-D8 117 70-130 Surrogate-4-8mmnfluombensene 117 70-130 LCS(EIH08.38-BSI) Acr)lctn 63.1 5.0 ug/L 50.0 126 60-140 Acrylonitrilc 48.3 5.0 ugJL 50.0 97 60-140 Surrogate:l,2-Dirhloroethane-D4 125 70-130 Surrogate.Toluene-D8 108 70-130 Surrogate:4-Bmnrohuorobeteene 101 70-130 PO Box 5655 Greenville,SC 29606 426 Pan-forest Way Greenville,SC 29607 ma.r,864.232.1556 nY 864.232.6140 rogersandcallcott.com an employee owned(nil pany 08/27/2021 16:51 This report may nor be reproduced.except in full.without written permission from Rogers&Callcolt.Inc. • 64 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Semi-Volatiles Organics Quality Control Summary Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B1 H0694- EPA 625.1 Blank(B1H0694-BLKI) 2-Chlorophenol ND 5.00 ug/L 2,4-Dichlorophenol ND 5.00 ug/L 2.4-❑tmethylpheool NI) 5.00 ug/L 2-Methyl-4.6-dinitrophenol ND 5.00 ug/L 2,4-Dinitrophenol ND 10.0 ug/L 2-Nitrophcnol ND 5.00 ug/L 4-Nitrophenol ND 5.00 ug/L p-Chloro-m-cresai ND 5.00 ug/L Pentachlorophenol ND 5.00 ugiL Phenol ND 5.00 ug!L 2.4.6-Trichlorophenot ND 5.00 ug'L Accnaphthcnc ND 5.00 ug/L Acenaphthylcne ND 5.00 ugiL Anthrucene ND 5.00 ug/L Bcnzidinc ND 80.0 ug/L Bcnza(a)anthracenc ND 5.00 ug/L Benzala)pyrene ND 5.00 ug/L Reno(bill uoramhene ND 5.00 ug/L Bcnza(g,h.t)peryterm ND 5.00 ug1L Benzo(kttluoranthcne ND 5.00 ugiL Bis('--chloroethony)Mcthanc ND 5.00 uglL Bis(2-chloroethyl)Ether ND 5.00 uglL bis(2-Chlaro-1-mcthylcthyl►cthcr ND 5.00 ug/L Bist2-ethylhexyl)Phthalatc ND 10.0 ugfL 4-Bromophenylphenyl ether ND 5.00 ugJL Butylbcnzylphtha]ate ND 5-00 uglL 2-Chloronaphthalene ND 5.00 ugiL 4-Chlorophenylphenyi ether ND 5.00 ugL Chryscne ND 5.00 ug/L Dibenzo(a,htanthracene ND 5.00 ugt 3.3'-Dichlorobenzuiinc ND 5.00 uglL Diethylphthalate ND 5.00 ugiL Dtmcthytphthalatc ND 5.00 ug'L ❑t-n-butylphthalatc ND 5.00 ug/L 2,4-Dinitrotolucnc ND 5.00 ug/L PO Box 5655 Greenville,SC 29606 426 Fairrorest Way Greenville,SC 29607 mA rt 869.232 1556 tax 864.232.6140 rogersandcallcott.com an employee ownrrl company 08l27/2021 16:51 Pus report may not he reproduced.except in full,without written permission from ogers&Carron,Inc. t< Rogers &Ca[lcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Semi-Volatiles Organics Quality Control Summary Reporting Spike Source %.REC RPD Parameter Result Limit Units Level Result %REC Limits RPD Limit Flags Batch B1 H0694-EPA 625.1 LCS(B1H0694-13SI) 2.4,6-Trtchlorophenol 121 5.00 ug'L 100 121 37-144 Accnaphthcne 60.2 5.00 ug/L 100 60 47-145 Acenaphthylene 67.6 5.00 ug/L 100 68 33-145 Anrhracenc 93.2 5.00 ug/L. 100 93 27-133 Bcnzidinc 375 80.0 ug/L 500 75 5-120 Bcnzo(a)anrhracene 86.6 5.00 ug/L 100 87 33-143 Bcnzeta)pyrene 107 5.00 ug/L 100 107 17-163 Bcnzo(b)I1uoranthcnc 94.7 5.00 ug/L 100 95 24-159 Bcnzo(g.h.tlperylcne 102 5.00 ug/L 100 102 1-219 Bcnzo(k1fluoranthenc 105 5.00 ugh 100 105 11-162 Bis(2-chleroerhoxy)Mei1tanc 56.2 5.00 ugh 100 56 33-184 13is(2-chloroethyl)Ether 83.1 5.00 ug/L 100 83 12-158 bis(2-Chloro-l-mcthylcthyllethcr 59.7 5.00 ug/L 100 60 36-166 Bts(2-cthylhexyl)Phthalate 84.8 10.0 uglL 100 85 8-158 4-Bromopheny!phenyl ether 72.4 5.00 ug/L 100 72 53.127 Butylbcnzylphtttalatc 59.6 5.00 uglL 100 60 1-152 2-Chlaronaphthalcnc 70.4 5.00 ug/L 100 70 60-120 4-Chlorophenylphcnylether 68.8 5.00 ug/L 100 69 25-158 Chryscnc 96.6 5.00 ug/L 100 97 17-168 Dibcnzo(a.h)anthraccnc 99.5 5.00 uglL 100 100 5-227 3.3'-Dichlorobenzidine 68.6 5.00 ug/L 100 69 1-262 Dicihytphthaletc 75.9 5.00 ug/L 100 76 1-120 Dimethylphthalate 73.6 5.00 ugl. 100 74 1-120 Di-n•burylphthalate 72.2 5.00 ug/L 100 72 1-120 2,4-Dinitrotolucnc 86.8 5.00 ug/L 100 87 39-139 2,6-Dinitrotolucnc 80.9 5.00 ug/l. 100 81 50-158 Di-n-octylphthalate 95.6 5.00 ug/L 100 96 4-146 1.2-Diphcnylhydrazinc1Azobcnzenc) 63.2 5.00 ug/L 100 63 60-130 Fluoranthenc 100 5.00 ugh). 100 100 26-137 Fluorenc 68.0 5.00 uglL 100 68 59-121 Hcxachlorobcnzenc 45.7 5.00 ug/L 100 46 1-152 Hcxachlorobulachenc 53.5 5.00 ugjL 100 54 24-120 Hexachlorocyclopentadicnc 81.0 5.00 ug/L 100 81 37-110 Hcxachlorectltanc 52.0 5.00 ug/L 100 52 40-120 Indcno(1.2.3-cd)pyrcne 101 5.00 ug/L 100 101 1-171 PO Box S655 Greenville.SC 29606 426 Fairforest Way Greenville.SC 29601 man 864 232.1556 fax 864.232.6140 rogersandcallcott.corn do rrnplcyFF nvmesi rorlpany 08/27/2021 16:51 This report may not he reproduced.except in full.without written permission from Rogers&Cdlcott.Inc. 4, Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 351 Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Semi-Volatiles Organics Quality Control Summary 4 Reporting Spike Source %REC RPD Parameter Result Limit Units Level Result 14REC Limits RPD Limit Flags Batch B1H0694- EPA 625.1 LCS{B 1 H 0694-BS 1) Isophoronc 52.3 5.00 ugiL 100 52 21.196 Naphthalene 61.8 5.00 ugiL 100 62 21-133 Nitrobenzene 57.0 5.00 ugrL 100 57 35-180 N-Nilroso-di-methyleminc 82.2 5.00 ug'L 100 82 30-120 N-Nitroso-di-n-propylamrnc 67.1 5.00 ug`L 100 67 I-230 N-Nitrosodiphcnylaminc(Diphcnylamine) 68.4 5.00 ug'L 100 68 60-130 Phcnanthrenc 84.7 5.00 ugiL IOU 85 54-120 Pyretic 90.6 5-00 ug'L 100 91 52-120 Surrogate:Nitroben_ene-D5 60 15-314 Surrogate.2-Fluarobiphenyl 46 32-118 Surrogate:Terphenvl-D14 77 26-173 Surrogate:2-Fluorophenol 74 20-110 Surrogate.Phenol-D5 65 8424 Surrogate:2.4.6-Trihromopheno/ 84 39-130 Sample Preparation Data Parameter Batch Sample ED Prepared Anahst EPA 200.7 M Digestion EPA 200.7 Mod B 1 H0660 1080713-03 08/13/2021 1:38 CAL EPA 200.8 Metal Digestion EPA 200,8 B 1 H0766 1080713-03 08/17/2021 2:30 CAL EPA 200.8 Silver/Antimony Digestion EPA 200.8 Mod B I H0762 1080713-03 08/17/2021 09:57 CAL EPA 625.1 Extraction EPA625,1 B1H0694 1080713-03 08/16/2021 09:00 DBB EPA625,1 B1H0694 1080713-03RE1 08/16/2021 09:00 DBB PO Box 5655 Greenville,SC 29606 426 Fair-forest Way Greenville,SC 29607 main 864.232.1556 fax 864.232.6140 rogersandcallcott.com -- an employee owned r:orri any 08/27/2021 16:51 This report may nor he reproduced,except in fa11,Without written permission from Rogers&Callcw0.Inc. 0 Rogers &Callcott ENVIRONMENTAL Environmental Testing Solutions Project: Marshall WWTP 35 I Depot St. Work Order: 1080713 Asheville,NC 28801-4310 Reported: 08/27/21 16:51 Data Qualifiers and Definitions ND Analyte NOT DETECTED at or above the reporting limit NR Not reported RPD Relative Percent Difference PO Box 5655 Greenville.SC 29606 426 Fairforest Way Greenville,SC 29607 mall 664.232.1556 trr 864.232.6140 rogersandcallcott.com 08a7r2021 16:51 This report may not he reproduced.escepi in jut!.without wrrttcn permission from lagers&Canton.1ne. 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E s N 3 � rl (1 mo ➢ IS O s d m 0 t r o Rogers &Callcott ENVIRONMENTAL Sample Receipt Verification Date Work Client: Environmental Testing Solutions Received: 08/10/2021 Order: 1080713 Carrier Name: Client CFedEx UPS US Mail Courier Field Services Other: Tracking Number: N Receipt Criteria e N Comments s Shipping container/cooler intact? X ?amaged Leaking Other: Custody seals intact? X COC included with samples? X COC signed when relinquished and received? X Sample bottles intact? X Damaged Leaking Other: Sample ID on COC agree with label on bottle(s)? X Date/time on COC agree with label on bottle(s)? X Number of bottles on COC agrees with number of bottles received? X Samples received within holding time? X Sample volume sufficient for analysis? X VOA vials free of headspace(<6mm bubble)? X Temp at receipt recorded on COC Samples cooled? Temp measured with lR thermometer-SN:97050067 X lee. Cold Packs Dry lee None Samples requiring pH preservation at proper pH? X Note: Samples for metals analysis may be preserved upon receipt in the lab. Note: Samples for O&G and VOA analysis—preservation checked at bench. Samples dechlorinated for parameters requiring chlorine removal at the time of sample collection? X Note: Chlorine checked at bench for samples requiring Bacterial.VOA.and HAA analysis. If in-house preservation used — record Lot# HCL H3POa H2SO4 NaOH HNO3 Other Comments: Were non-conformance issues noted at sample receipt? Yes or No Non-Conformance issue other than noted above: CSG Revised February 2018 Completed by: • I›rk ' W f I -. I '- I ! r� I - Item �urnber .. 7 a Ps r7 V `49 n - -c -i" F erA r r .-r- r n 114 00 C _y aT .0 1 W +t ::......t TIAg. d c p z x i., . , ,,J , _,- F z _. o ► U 5. a cr.) 1 - x E to sp r . _ v.,S 4' (� c=c rib,c=composite n {Y_ 4 Sample Number �1 1) o N S a i rs UK Only ,o F ✓\ w n 5' r go .. t t Matrix: wirer.Solid. , Liquid �, 11 ,_ -L Date Collected t� .' '� (I14MIDDIYY) n G uy,� Time Collected �p Ci V (HH:MM} — re ?! - to -.' _p #Containers 16 Unpreserved a n ti NJ r r H,SO4 A c -o 0. C 1, N HNO3 ° mt w rt 'A m i HCI m = o NaOH+Ascorbic ! m m Na,S,03 34' Cr i ETz z goo .-k-+ S v p. O ) =#r k i5i ? ,..-_ a. --) -.-V m ,t-la I L. I� rt. - -r 1) t =. ri to _... iiirlaziti _ , 111111%m .:,7, f N s, XI j ° - 1 rt r Zr \-''" •-lz...1 • PO Box 7565 • Asheville,NC 28802 • Phone: (828)350-9364 • F Admil Fax: (828)350-9368 .� Environmental Testing Solutions,Inc. Certificate of Analysis Project name: Marshall WWII' Project number: 220209.525 Collection date: 9-Feb-22 Date received: 9-Feb-22 Sample identification: Effluent-Grab Sample number: 220661 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Cyanide SM 4500CN E <0.005 0.005 mg/L 24-Feb-22 ECHEM I.3 Oil&Grease(HEM) 1664A <5.0 5.0 mg/L 17-Feb-22 ECHEM 1 VOC by 624 See Attached Sheet 17-Feb-22 ECHEM 1 Phenolics 420.1 0.071 0.005 mg/L 1e-Feb-22 ECHEM 1 Mercury 1631 E 6.00 0.200 ng/L 22-Feb-12 BSC 1 2 Sample identification: Effluent-Composite Sample number: 220662 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Hardness.Total 200.7 100 5.0 mg/L 12-Feb-22 BSC Dissolved Solids.Total SM 2540 C 320 20 mga., 10-Feb-22 KEK Total Kjeldahl Nitrogen 351.2 1.40 mg/L 23-Feb-22 ECHEM l Nitrate+Nitrite-Nitrogen 353.2 3.93 mg/L Is-Feb-22. ECHEM l Total Nitrogen Calculation 5.3 mg/L 23-Feb-22 ECHEM 1 Total Phosphorus SM 4500 P F 0.91 mg/L 22-Feb-22 ECHEM 1 Antimony 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM l Arsenic 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Beryllium 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Cadmium 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Chromium 200.8 <0.001 0.001 mg/L is-Feb-22 ECHEM 1 Copper 200.8 0.015 0.001 mg/L 16-Feb-22 ECHEM 1 Lead 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Molybdenum 200.8 0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Nickel 200.8 0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Selenuim 200.8 <0.001 0.001 mg/L 16-Feb-12 ECHEM 1 Silver 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Thallium 200.8 <0.001 0.001 mg/L 16-Feb-22 ECHEM 1 Zinc 200,8 0.055 0.001 mg/L 16-Feb-22 ECHEM 1 SVOC by 625 See Attached Sheet I5-Feb-22 ECHEM 1 Sample identification: Field Blank-Grab Sample number: 220663 Parameter Method Result RL Units Date Analyst Footnotes Analyzed Mercury 1631 F. <0.500 0.500 ng/L 22-Feb-22 BCD1 2 This report should not be reproduced,exept in its entirety,without the written consent of Environmental'Testing Solutions,Inc. The results in this report relate only to the samples submitted for analysis • PO Box 7565 • rmirc Asheville,NC 28802 r Phone: (828)350-9364 Fax: (828)350-9368 Environmental Testing Solutions,Inc. Certificate of Analysis Footnotes: RL=Reporting Limit. Values are reported down to the Reporting Limit only. 1. Sample analyzed by Enviro Chemists. Inc. 2. Sample analyzed by Gel Laboratories,LLC, 3. Laboratory error. Sample was analzyed out of hold time. Date reviewed: (12•219.ZZ NC Certification Number: 600 Data reviewed by: Kelley E. Keenan _ SC Certification Number: 99053 Signature: A NC Drinking Water Certification Number: 37786 This report should not be reproduced,exept in its entirety,without the written consent of Environmental Testing Solutions,Inc. The results in this report relate only to the samples submitted for analysis Environmental Chemists, Inc, envirochem 6602 Windmill Way,Wilmington, NC 2S405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road, Manteo,NC 27954 • 252.473,5702 Lab/Fax 'U 255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL&CONSULTING CHEMISTS info.a emvironmentalchenlists.com Environmental Testing Solutions, Inc. Date of Report: Feb 25, 2022 Post Office Box 7565 Customer PO#: Asheville NC 28802 Customer ID: 08100055 Attention: Kelley Keenan (ETS) Report#: 2022-02671 Project ID: Marshall WWTP Lab ID Sample ID: Collect Date/Time Matrix Sampled by 22-06308 Site: Effluent 2/9/2022 11 40 AM Water Client Test Method Results Date Analyzed Oil & Grease (O&G) EPA 1664 Rev B <5.0 mg/L 02/17/2022 Cyanide EPA 335.4,Rev. 1.0.1993 < 0.005 mg/L 02/24/2022 Analyzed outside of hold time. Inorganic Phenols EPA 4204,Rev 1 0. 1993 0.071 mg/L 02/18/2022 1,1,1-Trichloroethane EPA6241 <0.5 pg/L 02/17/2022 1,1,2,2-Tetrachforoethane EPA 624.1 <0.5pg/L 02/17/2022 1,1,2-Trichioroethane EPA6241 <0.5pg/L 02/17/2022 1,1-Dlchloroethane EPA 624,1 <0.5 pg/L 02/17/2022 1,1-Dichloroethene EPA 624 1 <0.5 pg/L 02/17/2022 1,2-Dichlorobenzene EPA 6241 <0.5 pg/L 02/17/2022 1,2-Dichloroethane EPA 624 1 <0.5 pg/L 02/17/2022 1,2-Dichloropropane EPA 624,1 <0.5 pg/L 02/17/2022 1.3-Dichlorobenzene EPA624.1 <0.5pg1L 02/17/2022 1,4-Dichlorobenzene EPA 624.1 <0.5pg/L 02/17/2022 Acrolein EPA 624.1 <5 pg/L 02/17/2022 Acrylonitnie EPA 624.1 <5 pg/L 02/17/2022 Benzene EPA 524.1 <0.5 pg/L 02/17/2022 Bromodichloromethane EPA 624.1 <0.5 pg/L 02/17/2022 Bromoform EPA624.1 <0.5ug/L 02/17/2022 Bromomethane EPA 624 1 <0.5 pg/L 02/17/2022 Carbon Tetrachloride EPA 624.1 <0.5 pg/L 02/17/2022 Chlorobenzene EPA 624 1 <0.5 pg/L 02/17/2022 Chloroethane EPA 624 1 <0.5pg/L 02/17/2022 Chloroform EPA 624 1 6.35}ig1L 02/17/2022 Chloromethane EPA 624.1 <0,5 pg/L 02/17/2022 cis-1,3-Dichioropropene EPA 624.1 <0.5 pg/L 02/17/2022 Report# 2022.02671 Page 1 of 5 Environmental Chemists, Inc. envirochem 6602 Windmill Way, Wilmington,NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road,Manteo,NC 27954 • 252.473.5702 Lab/Fax S" 255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL 8 CONSULTING CHEMISTS infoiaenvironmcntalchemists.com Environmental Testing Solutions, Inc. Date of Report: Feb 25, 2022 Post Office Box 7565 Customer PO #: Asheville NC 28802 Customer ID: 08100055 Attention: Kelley Keenan (ETS) Report#: 2022-02671 Project ID: Marshall WWTP Dibromochloromethane EPA 624.1 <0.5 pg/L 02/17/2022 Ethylbenzene EPA 624.1 <0.5 pg/L 02/17/2022 M+P Xylene EPA 624.1 <1.0 pg/L 02/17/2022 Methylene chloride EPA 624.1 <0.5 pg/L 02/17/2022 ortho-Xylene EPA 8241 <0.5 pg/L 02/17/2022 Tetrachloroethene EPA 624.1 <0.5 pg/L 02/17/2022 Toluene EPA 624.1 <0.5 pg/L 02/17/2022 Trans-1,2-Dichloroethene EPA 624.1 <0.5 pg/L 02/17/2022 trans-1,3-Dichloropropene EPA 624.1 <0.5 pg/L 02/17/2022 Trichloroethene EPA 8241 <0.5 pg/L 02/17/2022 Trichlorofluoromethane EPA 624 1 <0.5 pg/L 02/17/2022 Vinyl chloride EPA 624 i <0.5 pg/L 02/17/2022 Report# 2 022-02 67 1 Page 2 of 5 • Environmental Chemists, Inc. envirochem 6602 Windmill Way,Wilmington,NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowser-town Road,Manteo,NC 27954 • 252.4735702 Lab/Fax sM 255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL&CONSULTING CHEMISTS info@environmentalehemists.com Environmental Testing Solutions, Inc. Date of Report: Feb 25, 2022 Post Office Box 7565 Customer PO #: Asheville NC 28802 Customer ID: 08100055 Attention: Kelley Keenan (ETS) Report#: 2022-02671 Project ID: Marshall WWTP Lab ID Sample ID: Collect Date/Time Matrix Sampled by 22-06309 Site: Effluent 2/912022 11:25 AM Water Client Test Method Results Date Analyzed Antimony EPA 200.6,Rev 5 4. 1994 <0.001 mg/L 02/16/2022 Arsenic EPA 200.8,Rev.5.4,1994 <0.001 mglL 02/16/2022 Beryllium EPA 200.8,Rev.5.4,1994 <0.001 mg/L 02/16/2022 Cadmium EPA 200B.Rev.54,1994 <0.001 mg/L 02/16/2022 Chromium EPA 200.8.Rev 5 4,1994 <0.001 mg/L 02/16/2022 Copper EPA 200.8,Rev.5.4.1994 0.015 mg/L 02/16/2022 Lead EPA 200.8,Rev.5.4,1994 <0,001 mg/L 02/16/2022. Molybdenum EPA 200.8.Rev.5.4,1994 0 001 mg/L 02/21/2022 Nickel EPA 200 8,Rev.5.4, 1994 0.001 mglL 02/16/2022 Selenium EPA 200 8.Rev 5.4,1994 <0.001 mg/L 02/16/2022 Silver EPA 200 8,Rev 54, 1994 <0.001 mg/L 02/21/2022 Thallium EPA 200,8,Rev.5.4,1994 <0.001 mg/L 02/16/2022 Zinc EPA 200.8.Rev 5,4,1994 0.055 mgfL 02/16/2022 2,4,6-Trichiorophenol EPA 6251 <5 pg/L 02/15/2022 2,4-Dichlorophenol EPA 625 1 <5 pg/L 02/15/2022 2,4-Dimethyiphenol EPA625.1 <5pg/L 02/15/2022 2,4-Dinitrophenol EPA 625.1 <25 pg/L 02/15/2022 2-Chlorophenol EPA 825.1 <5 Ng/L 02/15/2022 2-Methyl-4,6-dinitrophenol EPA 625.1 <25pg/L 02/15/2022 2-Nitrophenol EPA625.1 <25pg/L 02/15/2022 4-Chloro-3-methylphenol EPA 825.1 <5 pg/L 02/15/2022 4-Nitrophenol EPA 625.1 <25pg1L 02/15/2022 Pentachiorophenol EPA625.1 <25pg/L 02/15/2022 Phenol EPA 625.1 <5 pg/L 02/15/2022 1,2 Diphenylhydrazine EPA625 1 <5 pg/L 02/15/2022 1,2,4-Trichlorobenzene EPA 825.1 <5 pg/L 02/15/2022 Report# 2022-02671 Page 3 01 5 Environmental Chemists, Inc. envlrochem 6602 Windmill Way,Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road,Manteo, NC 27954 • 252.473.5702 Lab/Fax ,v 255-A Wilmington Highway.Jacksonville,NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL 8 CONSULTING CHEMISTS inrora'environmenlalchetnists.com Environmental Testing Solutions, Inc. Date of Report: Feb 25, 2022 Post Office Box 7565 Customer PO #: Asheville NC 28802 Customer ID: 08100055 Attention: Kelley Keenan (ETS) Report #: 2022-02671 Project ID: Marshall WWTP 1,2-Dichlorobenzene EPA 625.1 <5 pg/L 02/15/2022 1,3-Dichlorobenzene EPA 625.1 <5 pg/L 02/15/2022 1,4-0ichlorobenzene EPA 625 1 <5 pg/L 02/15/2022 1-Methylnaphthalene EPA 6251 <5 pg/L 02/15/2022 2,4-Dinitrotoluene EPA 625.1 <5 pg/L 02/15/2022 2,6-Dinitrotoluene EPA 625.1 <5 pg/L 02/15/2022 2-Chloronaphthalene EPA 625.1 <5 pg/L 02/15/2022 2-Methylnaphthalene EPA625_1 <5pg/L 02/15/2022 3,3'-Dichlorobenzidine EPA 6251 <10 pgiL 02/15/2022 4-Bromophenyl phenyl ether EPA 625.1 <5 pg/L 02/15/2022 4-Chlorophenyl phenyl ether EPA 625 1 <5 pg/L 02/15/2022 Acenaphthene EPA 625.1 <5 pg/L 02/15/2022 Acenaphthylene EPA 625.1 <5 pg/L 02/15/2022 Anthracene EPA 625 1 <5 pg/L 02/15/2022 Benzidine EPA 6251 <10pg/L 02/15/2022 Benzo [a]pyrene EPA 625 1 <5 pg/L 02/15/2022 Benzo(a)anthracene EPA 6251 <5 pg/L 02/15/2022 Benzo(b)fluoranthene EPA 625.1 <5 pg/L 02/15/2022 Benzo(g,h,i)perylene EPA 625.1 <5 pg/L 02/15/2022 Benzo(k)fluoranthene EPA 625.1 <5 pg/L 02/15/2022 Bis ( chloromethyl ) ether EPA 625 1 <5 pg/L 02/15/2022 Bis(2-Chloroethoxy)methane EPA 625.1 <5 pg/L 02/15/2022 Bis(2-Chloroethyl)ether EPA 625 1 <5 pg/L 02/15/2022 Bis(2-Chloroisopropyl)ether EPA 625 1 <5 pg/L 02/15/2022 Bis(2-ethylhexyl)phthalate EPA6251 <5 pg/L 02/15/2022 Butylbenzylphthalate EPA 625.1 <5 pg/L 02/15/2022 Chrysene EPA 625.1 <5 pg/L 02115/2022 Dibenzo(a,h)anthracene EPA 625.1 <5 pg/L 02/15/2022 Diethylphthalate EPA 625.1 <5 pg/L 02/15/2022 Dimethylphthalate EPA6251 <5pg/L 02/15/2022 Report#:: 2022.02671 Page 4 a1 5 Environmental Chemists, Inc. envirochem 6602 Windmill Way,Wilmington,NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax 710 Bowsertown Road,Manteo,NC 27954 • 252.473.5702 Lab/Fax sI, 255-A Wilmington Highway,Jacksonville,NC 28540 • 910.347.5843 Lab/Fax ANALYTICAL 8 CONSULTING CHEMISTS info@environmentalchemists.com Environmental Testing Solutions, Inc. Date of Report: Feb 25, 2022 Post Office Box 7565 Customer PO #: Asheville NC 28802 Customer ID: 08100055 Attention: Kelley Keenan (ETS) Report #: 2022-02671 Project ID: Marshall WWTP Di-n-Butylphthalate EPA 625.1 <5 pg/L 02/15/2022 D-n-Octylphthalate EPA 625.1 <5 pg/L 02/15/2022 Fluoranthene EPA625.1 <5 pg/L 02/15/2022 Fluorene EPA625.1 <5 pg/L 42/15/2022 Hexachlorobenzene EPA625.1 <5 pg/L 02/15/2022 Hexachlorobutadiene EPA 625.1 <5 pg/L 02l15l2022 Hexachlorocyciopentadiene EPA 625 1 <25 pg/L 02/15/2022 Hexachloroethane EPA 625.1 <5 pg/L 02/15/2022 I ndeno(1,2,3-cd)pyrene EPA 625.1 <5 pg/L 02/15/2022 Isophorone EPA 625.1 <5 pg/L 02/15/2022 Naphthalene EPA 625.1 <5 pg/L 02/15/2022 Nitrobenzene EPA 625 1 <5 pg/L 02/15/2022 N-nitroso-dimethylamine(NDMA) EPA 625 1 <5 pg/L 02/15/2022 N-Nitroso-di-n-propylamine EPA 625 1 <5 pg/L 02/15/2022 N-Nitroso-diphenylamine EPA 625 1 <5 pg/L 02/15/2022 Phenanthrene EPA 6251 <5pg/L 02/15/2022 Pyrene EPA 6251 <5 pg/L 02115l2422 Total Phosphorus SM 4500 P(F H-201, 0.91 mg/L 02/22/2022 Total Nitrogen (Cale) Total Kjeldahl Nitrogen (TKN) EPA 351.2.Rev 2 0, 1993 1.4 mg/L 02/23/2022 Nitrate+Nitrite-Nitrogen EPA 353.2.Rev.20.1993 3.93 mg/L 02/15/2022 Total Nitrogen Totak Nitrogen 5.3 mg/L 02/23/2022 Comment: s Reviewed by: O. 1 Reporl a__ 2022-02671 Page 5 of 5 Permit No. NC0021733 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 Chronic FW, µg/1 Acute SW, µg/1 Chronic SW, µg/1 (Dissolved) (Dissolved) (Dissolved) (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/I Cadmium,Acute WER*{1.1366724ln hardness](0.041838)} -e^{0.9151 [ln hardness]-3.1485} Cadmium,Acute Trout waters WER*{1.1366724ln hardness](0.041838)} -e^{0.9151[ln hardness]-3.6236} Cadmium,Chronic WER*{1.1016724ln 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} 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*{1.462034ln hardness](0.145712)} •e^{1.273[In hardness]-1.460} Lead,Chronic WER*{1.462034ln 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} Page 1 of 4 Permit No. NC0021733 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[In 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: • 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. Page 2 of 4 Permit No. NC0021733 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)+(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. 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 = f 1 ii Ctotal 1 + { LKPoI [SS(t+a)I [10-61J J 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 sheet labeled DPCs. 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: 1Q10=used in the equation to protect aquatic life from acute toxicity Page 3 of 4 Permit No. NC0021733 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) 98.2 Data provided in DMRs [Total as,CaCO3 or(Ca+Mg)] Average Upstream Hardness(mg/L) 18.4 Per Ambient Monitoring Station [Total as,CaCO3 or(Ca+Mg)] E5120000 7Q10 summer(cfs) 535 NPDES Files 1Q10(cfs) 0.14 Calculated in RPA Permitted Flow(MGD) 0.4 NPDES permit application Date: 3/2/2022 Permit Writer: Diana Yitbarek Page 4 of 4 Re: [External] Re: Marshall WWTP_21733, Madison County, ARO - PPAs Yitbarek, Diana <diana.yitbarek@ncdenr.gov> Wed 3/2/2022 09:17 To: Don Byers <byersenvironmental@gmail.com> Cc: sheridanbyers.bei@gmail.com <sheridanbyers.bei@gmail.com> Received, thank you. -Diana Diana Yitbarek(she/her) Engineer T:919-707-9130 diana.yitbarek@ncdenr.gov NPDES Municipal Permitting Unit NC Department of Environmental Quality)Division of Water Resources Mailing: 1617 Mail Service Center,Raleigh, NC 27699-1617 Physical:512 North Salisbury Street, Raleigh,NC 27604 D_E��` (:)- *Please check with the appropriate staff before visiting our offices,as we may be able to handle your requests by phone or email. We can also be available via Microsoft Teams or other web-based calling services if requested. Thanks for your patience and stay safe. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Don Byers<byersenvironmental@gmail.com> Sent:Wednesday, March 2, 2022 08:59 To:Yitbarek, Diana<diana.yitbarek@ncdenr.gov> Cc:sheridanbyers.bei@gmail.com<sheridanbyers.bei@gmail.com>; Byers Environmental Inc <byersenvironmental@gmail.com> Subject: [External] Re: Marshall WWTP_21733, Madison County,ARO- PPAs CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Diana I have attached the requested PPA for the Town of Marshall for 02.28.2022. Please let me know if you need further information. Thank you, Don Byers On Thu, Feb 3, 2022 at 12:27 PM Yitbarek, Diana <diana.yitbarek@ncdenr.gov> wrote: Don, Please schedule one PPA to be collected in 2022 and submit the results by April 1st. Thank you, Diana Yitbarek(she/her) Engineer T:919-707-9130 NPDES Municipal Permitting Unit NC Department of Environmental Quality/Division of Water Resources Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Don Byers<byersenvironmentaigmail.com> Sent:Thursday, February 3, 2022 11:59 To:Yitbarek, Diana<diana.yitbarekca ncdenr.gov> Cc: Byers Environmental Inc<byersenvironmental@gmail.com>; sheridanbyers.bei@gmail.com <sheridanbyers.bel@gmail.com> Subject: [External] Re: Marshall WWTP_21733, Madison County,ARO-PPAs CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Diana, I have attached the 2016 PPA for the Town of Marshall, This would have been during the period of the previous permit. If this will not work for you, let me know and I will schedule a PPA with in the week and forward the results to you as soo as I have them. Thanks you for your help with the permit renewal. Don Byers On Wed, Feb 2, 2022 at 1:59 PM Yitbarek, Diana <diana.yitbarek@ncdenr.gov> wrote: Don -Thanks for providing the 2021 PPA. I have the 2019 PPA, but the 2018 PPA is still incomplete. Please submit the complete 2018 PPA or schedule a PPA to be collected by 2022. Please let me know if you have any questions, Diana Yitbarek(she/her) Engineer T: 919-707-9130 NPDES Municipal Permitting Unit NC Department of Environmental Quality/Division of Water Resources Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Don Byers<byersenvironmental@gmail.com> Sent:Wednesday, February 2, 2022 12:30 PM To:Yitbarek, Diana<diana.yitbarekj ncdenr.gov> Cc:sheridan.byersPgmail.com; Heim,Tim<Tim.Heim_@ ncdenr.gov> Subject: [External] Re: Marshall WWTP_21733, Madison County,ARO-PPA CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Diana, I have attached the 2021 PPA results. I can be reached @ 828.577.9916 Let me know if you need further information. Thank you, Don Byers �e rs Environmental Inc. On Wed, Feb 2, 2022 at 11:44 AM Yitbarek, Diana<diana.yitbarek@ ncdenr.gov>wrote: Don, I see you attached the PPA from March 2015. Unfortunately, the 2015 PPA is not acceptable to perform the calculations for this permit cycle. I have received the PPAs for 2016 and 2019. We need three full PPAs completed after the last permit was issued. The March 2017 permit (page 5) required scans from 2017, 2018, and 2019 (See screenshot below). Has the facility performed any other PPA after 2019? If yes, please submit; if not, please schedule two separate PPAs to be collected in 2022 (on different dates by April 1st) and submit the results to continue with the permit issuance process. Until we receive this information we will not be able to proceed with drafting this NPDES permit. This request is not an extension of the permit conditions for the PPA, which may require a separate compliance action. Please provide a phone number and optional times to talk for this week or next week. Thank you, A. (3) EFFLUENT POLLUTANT SCAN [NCGS 143-215.1 (b}1 The Perrnittee shall perform a total of three ( ) Effluent Pollutant Scans for all parameters listed below. One scan must be performed in each of the following years: 2017, 2018, and 2019_ Analytical methods shall be in accordance with 40 CFR Part 136 and shall be sufficiently sensitive to determine whetter parameters are present in concentrations greater than applicable standards and criteria. Samples should be collected with one quarterly toxicity test each year, and must represent seasonal variation [i.e., do not sample in the same quarter every year]. Unless otherwise indicated, metals shall be analyzed as"total recoverable.* Diana Yitbarek(she/her) Engineer T: 919-707-9130 NPDES Municipal Permitting Unit NC Department of Environmental Quality/Division of Water Resources DEC) o„,...enl of Fnrt;onmaitei p..` Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Don Byers<byersenvironmental@gmail.com> Sent:Tuesday, February 1, 2022 11:04 To:Yitbarek, Diana<diana.yitbareka ncdenr.gov> Cc:sheridan.byersPgmail.com<sheridan.byers@gmail.com> Subject: [External] Re: Marshall WWTP_21733, Madison County,ARO LCAUTION:External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Diana, Apparently there was a mix up with the dates on the PPA's from the lab.According to the lab,the report that is dated 7-Aug-18 was really for March 2019.A typo. So I have attached the PPA from March 2015. Let me know if this will suffice. Thank you, Don Byers Ely— el4 Environmental Inc. MOW ' On Mon,Jan 31, 2022 at 1:12 PM Yitbarek, Diana<diana.yitbarek@ncdenr.gov>wrote: Good afternoon, Don Please revise the 2018 PPA package to include the 2018 Lab report. There could have been a mix-up. The 3/8/19 lab report was included in both PPA packages (2018 and 2019). Please submit the requested information by 2/11/2022, if you need more time, please let me know. Thank you, -Diana Diana Yitbarek Engineer diana.yitbarek@ncdenr.gov From: Don Byers<byersenvironmentaigmail.com> Sent:Wednesday,April 21, 2021 13:13 To:Yitbarek, Diana<diana.yitbarek_@ ncdenr.gov> Cc: Heim,Tim<Tim.Heim_@ ncdenr.gov>; Massey, Michelle F<mmassey_@townofmarshall.org>; Sheridan Byers<sheridan.byers@ gmail.com>; Byers Environmental Inc <byersenvironmental@gmail.com>; Forrest Gilliam<fgilliam@townofmarshall.org> Subject: [External] Re: NC0021733, Marshall WWTP,Town of Marshall, Madison County,ARO CAUTION:External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spa! sludge management plan.pdf sludge management plan.pdf Diana, Please see the attached additional/revised information. 1.Attached PPA lab results from 2019, 2018,2016. I do not have PPA results from 2017. 2. EPA Application Form 2A Missing Information is attached. 3.The facility did not perform the 2nd species test. I have advised my lab and am prepared to perform any required further analysis. Please advise. 4. I have attached the amended effluent testing data table Part D. 5.The coordinates for the facility outfall are: 35.797,82.689 6. I have attached a copy of the facilities Sludge Disposal Plan On Tue,Apr 13, 2021 at 2:39 PM Yitbarek, Diana<diana.yitbarek@ncdenr.gov>wrote: Good afternoon, Dear Donald Byers I am the permit writer for the subject line Facility. Thanks for submitting the May 7, 2020, NPDES permit application. I look forward to working with you to complete this permit renewal. I will appreciate your support with some additional/revised information: 1. Please submit the signed Annual Monitoring and Pollutant Scans for 2017, 2018, and 2019. 2. Please complete this form to meet the latest application requirements for the updated application form 2A. 3.According to our database, it appears that the four 2nd species tests were not performed. Please double-check your lab results. a. If the Facility did not perform the 2nd species tests,, please let me know as soon as possible, and I will put you in contact with the Aquatic Toxicology Branch to coordinate the expedited schedule to complete these tests. 4.The expanded effluent testing data table (Part D) is missing information for the acid-extractable compounds, acrolein, acrylonitrile, 2-chloroethyl vinyl ether, methyl chloride, methyl bromide, I, 1,2,2-tetrachloroethane, and 1,2,4 trichlorobenzene. Please revise. 5. Please provide coordinates for the outfall, upstream, and downstream location points (approximate coordinates to the actual location from an online map would suffice). a.The current outfall coordinate in the permit (35°26'34"N 81°15'39"W) and the coordinate in the permit application renewal (35°26'26"N 81°16'44"W) appears to be off. 6.If there are additional pollutants with certified methods to be reported, please submit this chemical addendum. 7. Please provide the Sludge Disposal Plan. I will set a due date of May 14, 2021. If you need more time, please let me know. Thanks for your continued cooperation with the NPDES program and your work protecting public health and the environment. Please let me know if you have any questions. Best, -Diana Diana Yitbarek Engineer T: +1-919-707-9130 diana.yitbarek@ncdenr.gov NPDES Municipal Permitting Unit NC Department of Environmental Quality)Division of Water Resources Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617 Physical: 512 N. Salisbury Street, Rm. 925T, Raleigh, NC 27604-1170 *Please check with the appropriate staff before visiting our offices,as we may be able to handle your requests by phone or email. We can also be available via Microsoft Teams if requested. Thanks for your patience and stay safe. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Fecal Coliform,#/100 ml Instream Effluent Date Value Date Value 7/11/2017 84 8/2/2017 1 11/16/2017 22 8/7/2017 2 2/10/2017 8 8/14/2017 1 5/11/2017 22 8/22/2017 1 9/28/2017 34 8/28/2017 1 4/7/2017 26 9/5/2017 1 8/11/2017 38 9/11/2017 4 3/9/2017 8 9/18/2017 1 10/10/2017 52 9/26/2017 3 12/7/2017 11 10/2/2017 3 1/13/2017 11 10/9/2017 3 6/9/2017 38 10/16/2017 1 11/30/2018 53 10/23/2017 3 3/6/2018 18 10/30/2017 1 2/7/2018 14 11/6/2017 6 9/6/2018 53 11/13/2017 1 7/8/2018 68 11/20/2017 2 10/4/2018 43 11/27/2017 2 6/11/2018 41 12/4/2017 5 5/8/2018 11 12/11/2017 1 8/6/2018 38 12/18/2017 1 11/14/2018 14 12/26/2017 1 11/13/2019 27 1/2/2018 1 12/6/2019 27 1/8/2018 1 3/4/2019 8 1/15/2018 1 4/9/2019 22 1/22/2018 1 3/12/2019 14 1/29/2018 540 9/11/2019 8 2/1/2018 19 6/5/2019 23 2/5/2018 1 6/26/2019 63 2/12/2018 1 1/9/2019 8 2/19/2018 1 8/20/2019 28 2/27/2018 2 10/9/2019 69 3/6/2018 1 7/17/2019 320 3/12/2018 1 1/9/2020 14 3/19/2018 1 2/21/2020 54 3/26/2018 1 4/2/2018 1 4/9/2018 1 4/16/2018 1 4/23/2018 1 5/1/2018 1 5/7/2018 2 5/14/2018 88 5/21/2018 1 5/28/2018 70 6/4/2018 116 6/11/2018 290 6/18/2018 197 6/25/2018 160 7/2/2018 80 7/10/2018 1 7/17/2018 140 7/23/2018 2 7/30/2018 1 8/6/2018 11 8/13/2018 600 8/16/2018 1 8/20/2018 600 8/23/2018 2 8/27/2018 1 9/4/2018 280 9/10/2018 130 9/17/2018 90 9/24/2018 1 10/1/2018 5 10/8/2018 70 10/15/2018 58 10/23/2018 15 10/29/2018 39 11/5/2018 1 11/12/2018 3 11/21/2018 152 11/26/2018 600 11/28/2018 2 12/4/2018 1 12/11/2018 2 12/17/2018 1 12/27/2018 16 1/2/2019 1 1/7/2019 2 1/14/2019 17 1/21/2019 11 1/28/2019 1 2/4/2019 1 2/11/2019 1 2/18/2019 1 2/25/2019 1 3/4/2019 8 3/11/2019 5 3/18/2019 4 3/25/2019 12 4/1/2019 1 4/8/2019 2 4/15/2019 1 4/23/2019 1 4/30/2019 4 5/6/2019 2 5/13/2019 1 5/20/2019 50 5/28/2019 1 6/3/2019 4 6/10/2019 2 6/17/2019 13 6/24/2019 9 7/1/2019 1 7/8/2019 8 7/15/2019 33 7/22/2019 15 7/29/2019 2 8/6/2019 10 8/12/2019 5 8/19/2019 270 8/21/2019 88 8/26/2019 140 9/3/2019 600 9/5/2019 4 9/10/2019 5 9/16/2019 29 9/23/2019 1 10/1/2019 9 10/7/2019 2 10/14/2019 21 10/21/2019 2 10/28/2019 7 11/4/2019 3 11/11/2019 15 11/18/2019 1 11/25/2019 1 12/2/2019 2 12/9/2019 3 12/16/2019 2 12/23/2019 17 12/29/2019 6 1/6/2020 1 1/13/2020 3 1/20/2020 2 1/27/2020 1 2/3/2020 44 2/10/2020 2 2/17/2020 1 2/24/2020 4 3/2/2020 1 3/9/2020 6 3/16/2020 10 3/23/2020 10 3/30/2020 4 4/6/2020 1 4/14/2020 2 4/20/2020 2 4/27/2020 1 5/4/2020 1 5/11/2020 2 5/18/2020 600 5/20/2020 3 5/26/2020 2 6/1/2020 3 6/8/2020 1 6/15/2020 1 6/22/2020 60 6/30/2020 5 7/6/2020 1 7/13/2020 5 7/20/2020 1 7/27/2020 2 8/3/2020 1 8/10/2020 1 8/18/2020 1 8/24/2020 8 9/1/2020 1 9/9/2020 1 9/15/2020 1 9/21/2020 1 9/28/2020 4 10/5/2020 1 10/12/2020 1 10/19/2020 1 10/26/2020 1 11/3/2020 1 11/9/2020 1 11/17/2020 1 11/23/2020 1 12/2/2020 1 12/7/2020 1 12/15/2020 1 12/21/2020 1 12/28/2020 2 1/4/2021 1 1/11/2021 1 1/19/2021 1 1/25/2021 1 2/1/2021 1 2/8/2021 1 2/15/2021 3 2/22/2021 6 3/1/2021 5 3/8/2021 11 3/15/2021 18 3/22/2021 33 3/29/2021 2 4/5/2021 3 4/12/2021 1 4/19/2021 1 4/26/2021 1 5/3/2021 1 5/10/2021 1 5/17/2021 1 5/24/2021 1 6/1/2021 1 6/7/2021 1 6/14/2021 1 6/21/2021 1 6/28/2021 1 7/6/2021 1 7/12/2021 2 7/19/2021 1 7/27/2021 1 8/2/2021 1 8/9/2021 1 8/16/2021 3 8/23/2021 50 8/30/2021 24 9/7/2021 1 9/13/2021 2 9/20/2021 2 9/27/2021 1 10/5/2021 40 10/11/2021 2 10/18/2021 14 10/25/2021 4 11/1/2021 2 11/8/2021 15 11/15/2021 1 11/22/2021 1 11/29/2021 1 Temperature Instream Effluent Date Value Date Value 11/16/2017 11.2 8/2/2017 25 9/28/2017 22.5 8/7/2017 25 7/11/2017 25.7 8/14/2017 26 1/13/2017 7.1 8/22/2017 26 12/7/2017 7.5 8/28/2017 22 3/9/2017 10.3 9/5/2017 23 8/11/2017 22.6 9/11/2017 20 4/7/2017 11.2 9/18/2017 23 2/10/2017 5.5 9/26/2017 23 9/6/2018 25.4 10/2/2017 20.1 6/11/2018 20.5 10/9/2017 23 3/6/2018 9.1 10/16/2017 22 11/14/2018 9.2 10/23/2017 21 11/30/2018 5.9 10/30/2017 15 4/9/2018 10.3 11/6/2017 19 7/8/2018 23.8 11/13/2017 15 5/8/2018 18.9 11/20/2017 13 2/7/2018 7.1 11/27/2017 11 10/4/2018 22.7 12/4/2017 12.7 8/6/2018 23.3 12/11/2017 10.1 6/26/2019 21.2 12/18/2017 9.4 1/9/2019 8.7 12/26/2017 8.8 11/13/2019 5.2 1/2/2018 9 3/12/2019 11 1/8/2018 6.2 4/9/2019 17.2 1/15/2018 5.7 10/9/2019 19.3 1/22/2018 7.5 6/5/2019 21.3 1/29/2018 6.8 8/20/2019 24 2/5/2018 7.1 9/11/2019 24.2 2/12/2018 12 3/4/2019 8.9 2/19/2018 14 12/6/2019 5.9 2/27/2018 13 7/17/2019 23.9 3/6/2018 12 2/21/2020 6.6 3/12/2018 11 1/9/2020 5.7 3/19/2018 13 3/26/2018 11 4/2/2018 14 4/9/2018 13 4/16/2018 13 4/23/2018 16 5/1/2018 16 5/7/2018 18 5/14/2018 21 5/21/2018 21 5/28/2018 21 6/4/2018 22 6/11/2018 23 6/18/2018 24 6/25/2018 24 7/2/2018 25 7/10/2018 24 7/17/2018 25 7/23/2018 24 7/30/2018 25 8/6/2018 24 8/13/2018 25 8/20/2018 25 8/27/2018 24 9/4/2018 25 9/10/2018 26 9/17/2018 24 9/24/2018 24 10/1/2018 24 10/8/2018 24 10/15/2018 20 10/23/2018 16 10/29/2018 15 11/5/2018 17 11/12/2018 15 11/19/2018 16 11/26/2018 15 12/4/2018 13 12/11/2018 11 12/17/2018 13 12/27/2018 11 1/2/2019 13 1/7/2019 13 1/14/2019 12 1/21/2019 8.4 1/28/2019 9.6 2/4/2019 10.5 2/11/2019 11.9 2/18/2019 12.2 2/25/2019 11.2 3/4/2019 11 3/11/2019 13 3/18/2019 12 3/25/2019 13 4/1/2019 14 4/8/2019 17 4/15/2019 14 4/23/2019 16 4/30/2019 16 5/6/2019 18 5/13/2019 19 5/20/2019 22 5/28/2019 23 6/3/2019 23 6/10/2019 22.4 6/17/2019 23.7 6/24/2019 21.2 7/1/2019 23 7/8/2019 25 7/15/2019 22 7/22/2019 27 7/29/2019 22 8/5/2019 23.4 8/6/2019 22.5 8/12/2019 30.9 8/19/2019 25.1 8/26/2019 23.6 9/3/2019 25 9/10/2019 24 9/16/2019 24 9/23/2019 25 10/1/2019 24.7 10/7/2019 22.7 10/14/2019 18.5 10/21/2019 17 10/28/2019 17.4 11/4/2019 13.5 11/11/2019 12.6 11/18/2019 12.6 11/25/2019 13 12/2/2019 12.3 12/9/2019 11.7 12/16/2019 12.6 12/23/2019 12.9 12/29/2019 16.1 1/6/2020 13 1/13/2020 14 1/20/2020 9 1/27/2020 11 2/3/2020 9.8 2/10/2020 9.6 2/17/2020 12 2/24/2020 11.4 3/2/2020 12 3/9/2020 12 3/16/2020 14 3/23/2020 14 3/30/2020 17 3/31/2020 16 4/6/2020 16.4 4/14/2020 14.6 4/20/2020 14.7 4/27/2020 16 5/4/2020 17.1 5/11/2020 16.3 5/18/2020 17 5/26/2020 20 6/1/2020 20.1 6/8/2020 22.1 6/15/2020 20.8 6/22/2020 23.4 6/30/2020 23 7/6/2020 24 7/13/2020 24.3 7/20/2020 25.1 7/27/2020 24.2 8/3/2020 23.3 8/10/2020 22.2 8/18/2020 22.7 8/24/2020 23.2 9/1/2020 26 9/9/2020 23.3 9/15/2020 22.5 9/21/2020 19.2 9/28/2020 24.4 10/5/2020 18.2 10/12/2020 19.1 10/19/2020 16.7 10/26/2020 20.1 11/3/2020 13.3 11/9/2020 17.9 11/17/2020 13.1 11/23/2020 13 12/2/2020 9.2 12/7/2020 10.9 12/15/2020 10.7 12/21/2020 10.7 12/28/2020 9.2 1/4/2021 11.6 1/11/2021 11.8 1/19/2021 8.3 1/25/2021 11.9 2/1/2021 9.7 2/8/2021 8.6 2/15/2021 12.9 2/22/2021 9.6 3/1/2021 13.4 3/8/2021 10.5 3/15/2021 15.5 3/22/2021 16.1 3/29/2021 13.8 4/5/2021 13.6 4/12/2021 15.9 4/19/2021 18.3 4/26/2021 15.7 5/3/2021 19.1 5/10/2021 18.9 5/17/2021 18.9 5/24/2021 22.5 6/1/2021 24.7 6/7/2021 24.5 6/14/2021 25.1 6/21/2021 24.6 6/28/2021 25.1 7/6/2021 23.4 7/12/2021 25.9 7/19/2021 25 7/27/2021 25.2 8/2/2021 25 8/9/2021 25.4 8/16/2021 24.2 8/23/2021 26.1 8/30/2021 25.9 9/7/2021 23.9 9/13/2021 23.9 9/20/2021 23.8 9/27/2021 20.5 10/5/2021 22 10/11/2021 21.6 10/18/2021 16.5 10/25/2021 17.9 11/1/2021 15.4 11/2/2021 14.7 11/8/2021 14.3 11/15/2021 13.5 11/22/2021 14.9 11/29/2021 9.6 pH Instream Effluent Date Value Date Value 1/13/2017 7.2 8/2/2017 7.8 8/11/2017 7.33 8/7/2017 7.2 3/9/2017 7.26 8/14/2017 7.3 7/11/2017 7.37 8/22/2017 7.3 9/28/2017 8.07 8/28/2017 7.6 12/7/2017 7.99 9/5/2017 7.5 4/7/2017 7.19 9/11/2017 8 2/10/2017 7.08 9/18/2017 7.1 11/16/2017 7.57 9/26/2017 7.8 11/30/2018 6.11 10/2/2017 8.2 8/6/2018 7.26 10/9/2017 7.3 9/6/2018 8.41 10/16/2017 7.4 7/8/2018 7.46 10/23/2017 7.3 5/8/2018 7.52 10/30/2017 7.3 2/7/2018 7.11 11/6/2017 7.2 11/14/2018 6.94 11/13/2017 7.8 6/11/2018 7.3 11/20/2017 7.7 10/4/2018 7.54 11/27/2017 7.6 3/6/2018 7.36 12/4/2017 7.5 4/9/2018 7.11 12/11/2017 7.6 3/12/2019 7.4 12/18/2017 6.8 6/26/2019 7.3 12/26/2017 7.9 8/20/2019 6.8 1/2/2018 7.9 10/9/2019 7.5 1/8/2018 7.3 9/11/2019 7.5 1/15/2018 7.8 3/4/2019 7.4 1/22/2018 7.3 7/17/2019 6.9 1/29/2018 7.6 6/5/2019 7.6 2/5/2018 7.4 4/9/2019 7.4 2/12/2018 7.2 11/13/2019 6.8 2/19/2018 7.1 1/9/2019 7.2 2/27/2018 7.1 12/6/2019 6.6 3/6/2018 7.2 2/21/2020 7 3/12/2018 7.3 1/9/2020 6.4 3/19/2018 7.5 3/26/2018 7.2 4/2/2018 7.6 4/9/2018 7.7 4/16/2018 7.7 4/23/2018 7.9 5/1/2018 7.1 5/7/2018 7.3 5/14/2018 7.4 5/21/2018 6.9 5/28/2018 7.1 6/4/2018 7.3 6/11/2018 7.2 6/18/2018 7 6/25/2018 7.1 7/2/2018 7.1 7/10/2018 7.3 7/17/2018 7 7/23/2018 7 7/30/2018 7.5 8/6/2018 7.3 8/13/2018 7.1 8/20/2018 7.3 8/27/2018 7.3 9/4/2018 7.9 9/10/2018 7.3 9/17/2018 6.9 9/24/2018 6.7 10/1/2018 7.2 10/8/2018 7.2 10/15/2018 7.3 10/23/2018 7 10/29/2018 6.9 11/5/2018 6.7 11/12/2018 7.6 11/19/2018 7 11/26/2018 7.2 12/4/2018 6.7 12/11/2018 6.8 12/17/2018 7 12/27/2018 6.9 1/2/2019 6.8 1/7/2019 6.9 1/14/2019 7 1/21/2019 6.8 1/28/2019 6.9 2/4/2019 7 2/11/2019 6.9 2/18/2019 7.2 2/25/2019 7.5 3/4/2019 7.2 3/11/2019 6.9 3/18/2019 7.1 3/25/2019 6.8 4/1/2019 7 4/8/2019 7.6 4/15/2019 7.1 4/23/2019 7.2 4/30/2019 6.9 5/6/2019 7.3 5/13/2019 7.3 5/20/2019 7.2 5/28/2019 6.8 6/3/2019 6.9 6/10/2019 6.9 6/17/2019 7.1 6/24/2019 7.2 7/1/2019 7.1 7/8/2019 7.1 7/15/2019 7.3 7/22/2019 7.1 7/29/2019 7 8/5/2019 6.9 8/12/2019 7.2 8/19/2019 7.1 8/26/2019 7 9/3/2019 7 9/10/2019 7.1 9/16/2019 7.3 9/23/2019 7.2 10/1/2019 7.3 10/7/2019 7.4 10/14/2019 7.7 10/21/2019 7.4 10/28/2019 7.1 11/4/2019 7.1 11/11/2019 7.2 11/18/2019 7.4 11/25/2019 7 12/2/2019 7.2 12/9/2019 7.3 12/16/2019 7.3 12/23/2019 7.1 12/29/2019 7.3 1/6/2020 7 1/13/2020 7.1 1/20/2020 7.1 1/27/2020 7.3 2/3/2020 7.1 2/10/2020 7.1 2/17/2020 7.1 2/24/2020 7 3/2/2020 7.2 3/9/2020 7.3 3/16/2020 7 3/23/2020 6.8 3/30/2020 6.8 4/6/2020 6.9 4/14/2020 7.2 4/20/2020 7.3 4/27/2020 7.2 5/4/2020 7.1 5/11/2020 6.8 5/18/2020 7 5/26/2020 6.9 6/1/2020 6.9 6/8/2020 6.9 6/15/2020 6.9 6/22/2020 7.3 6/30/2020 7 7/6/2020 7.2 7/13/2020 7.4 7/20/2020 7.2 7/27/2020 7.3 8/3/2020 7.6 8/10/2020 7.7 8/18/2020 7.5 8/24/2020 7.8 9/1/2020 7.9 9/9/2020 7.3 9/15/2020 7.8 9/21/2020 7.4 9/28/2020 7.3 10/5/2020 6.9 10/12/2020 7.5 10/19/2020 7.2 10/26/2020 7.5 11/3/2020 7.1 11/9/2020 7.4 11/17/2020 7.5 11/23/2020 7.4 12/2/2020 7.2 12/7/2020 7.3 12/15/2020 7.3 12/21/2020 7.4 12/28/2020 7.3 1/4/2021 7.3 1/11/2021 7.5 1/19/2021 7.5 1/25/2021 7.5 2/1/2021 7.4 2/8/2021 7.4 2/15/2021 7.2 2/22/2021 7.4 3/1/2021 7.4 3/8/2021 7.5 3/15/2021 7.1 3/22/2021 7.1 3/29/2021 7.2 4/5/2021 7 4/12/2021 7.1 4/19/2021 7.1 4/26/2021 7 5/3/2021 7.2 5/10/2021 6.9 5/17/2021 6.8 5/24/2021 6.9 6/1/2021 6.9 6/7/2021 7 6/14/2021 7 6/21/2021 7 6/28/2021 7 7/6/2021 6.9 7/12/2021 7 7/19/2021 7 7/27/2021 7 8/2/2021 6.9 8/9/2021 6.9 8/16/2021 7.1 8/23/2021 7.2 8/30/2021 7.2 9/7/2021 7.1 9/13/2021 7.1 9/20/2021 7.1 9/27/2021 7.1 10/5/2021 7.1 10/11/2021 7 10/18/2021 7.2 10/25/2021 7.1 11/1/2021 6.9 11/2/2021 6.9 11/8/2021 7 11/15/2021 6.9 11/22/2021 7.2 11/29/2021 7.4 TSS Instream Effluent Date Value Date Value 7/11/2017 26 8/2/2017 6.2 1/13/2017 8/7/2017 7.2 4/7/2017 78 8/14/2017 5.6 10/10/2017 138 8/22/2017 8.2 7/8/2018 50 8/28/2017 7.2 10/4/2018 13 9/5/2017 7.2 10/9/2019 9.8 9/11/2017 9 1/9/2019 16 9/18/2017 11 4/9/2019 69 9/26/2017 27 7/17/2019 60 10/2/2017 11 1/9/2020 7 10/9/2017 13 10/16/2017 6.2 10/23/2017 8 10/30/2017 6.8 11/6/2017 5 11/13/2017 5 11/20/2017 5.4 11/27/2017 6.4 12/4/2017 5.6 12/11/2017 5 12/18/2017 10 12/26/2017 6.2 1/2/2018 6.2 1/8/2018 18 1/15/2018 16 1/22/2018 12 1/29/2018 9.2 2/5/2018 12 2/12/2018 8.8 2/19/2018 7.8 2/27/2018 13 3/6/2018 15 3/12/2018 9.4 3/19/2018 7 3/26/2018 8.3 4/2/2018 9.1 4/9/2018 10 4/16/2018 18 4/23/2018 12 5/1/2018 18 5/7/2018 25 5/14/2018 5 5/21/2018 9.5 5/28/2018 8.3 6/4/2018 11 6/11/2018 7.1 6/18/2018 5 6/25/2018 5 7/2/2018 5 7/10/2018 5 7/17/2018 9.3 7/23/2018 9 7/30/2018 5 8/6/2018 11 8/13/2018 6 8/20/2018 6.5 8/27/2018 6.2 9/4/2018 5 9/10/2018 7 9/17/2018 8.5 9/24/2018 6.2 10/1/2018 9.4 10/8/2018 22 10/15/2018 37 10/23/2018 28 10/29/2018 21 11/5/2018 27 11/12/2018 18 11/19/2018 25 11/26/2018 18 12/4/2018 60 12/6/2018 20 12/11/2018 20 12/17/2018 9 12/27/2018 17 1/2/2019 18 1/7/2019 21 1/14/2019 38 1/21/2019 8.3 1/28/2019 8.7 2/4/2019 8.3 2/11/2019 5.8 2/18/2019 12 2/25/2019 27 3/4/2019 12 3/11/2019 6 3/18/2019 6.8 3/25/2019 5.4 4/1/2019 7.8 4/8/2019 6.2 4/15/2019 6.2 4/23/2019 5 4/30/2019 22 5/6/2019 32 5/13/2019 5 5/20/2019 5 5/28/2019 5 6/3/2019 5 6/10/2019 5 6/17/2019 50 6/24/2019 5 7/1/2019 5 7/8/2019 21 7/15/2019 12 7/22/2019 5 7/29/2019 5 8/5/2019 5 8/12/2019 5 8/19/2019 5 8/26/2019 6.2 9/3/2019 21 9/10/2019 5 9/16/2019 5 9/23/2019 5 10/1/2019 12 10/7/2019 26 10/14/2019 5 10/21/2019 5 10/28/2019 5 11/4/2019 5.6 11/11/2019 5.4 11/18/2019 13 11/25/2019 6.4 12/2/2019 5 12/9/2019 5 12/16/2019 5 12/23/2019 35 12/29/2019 5 1/6/2020 5.4 1/13/2020 12 1/20/2020 6.2 1/27/2020 12 2/3/2020 6.6 2/10/2020 8.2 2/17/2020 6.8 2/24/2020 5 3/2/2020 5 3/9/2020 5 3/16/2020 5.4 3/23/2020 8 3/30/2020 11 3/31/2020 8.8 4/6/2020 5 4/14/2020 12 4/20/2020 5 4/27/2020 5 5/4/2020 5 5/11/2020 5 5/18/2020 8.2 5/26/2020 6.2 6/1/2020 5 6/8/2020 5 6/15/2020 5 6/22/2020 5 6/30/2020 6.2 7/6/2020 5 7/13/2020 6.8 7/20/2020 8.2 7/27/2020 5 8/3/2020 11 8/10/2020 5 8/18/2020 5.2 8/24/2020 5 9/1/2020 5 9/9/2020 5.4 9/15/2020 5.4 9/21/2020 5 9/28/2020 5 10/5/2020 11 10/12/2020 6.2 10/19/2020 6 10/26/2020 5 11/3/2020 15 11/9/2020 8 11/17/2020 5 11/23/2020 5 12/2/2020 10 12/7/2020 5 12/15/2020 11 12/21/2020 5 12/28/2020 24 1/4/2021 9.6 1/11/2021 4.9 1/19/2021 6.3 1/25/2021 6.3 2/1/2021 16 2/8/2021 5.2 2/15/2021 27 2/22/2021 5.3 3/1/2021 4.1 3/8/2021 4.6 3/15/2021 6.3 3/22/2021 8.5 3/29/2021 7.6 4/5/2021 10 4/12/2021 6.2 4/19/2021 11 4/26/2021 9.4 5/3/2021 14 5/10/2021 16 5/17/2021 19 5/24/2021 15 6/1/2021 6.8 6/7/2021 4.9 6/14/2021 5.4 6/21/2021 3.7 6/28/2021 10 7/6/2021 9.6 7/12/2021 9.2 7/19/2021 12 7/27/2021 14 8/2/2021 17 8/9/2021 6.8 8/16/2021 45 8/23/2021 6.7 8/30/2021 10 9/7/2021 12 9/13/2021 11 9/20/2021 11 9/27/2021 6.5 10/5/2021 12 10/11/2021 4.5 10/18/2021 7.4 10/25/2021 8.8 11/1/2021 16 11/8/2021 9 11/15/2021 9 11/22/2021 5.2 11/29/2021 4.9 Fecal Coliform, #/100 ml 700 600 • • • • 500 400 300 • • • • 200 • • 100 • • • • • •••• ' • • • • • • 0 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 •Instream Value •Effluent Value TSS, mg/I 160 140 • 120 100 80 • • 60 • • • • 40 • • • 20 • • � � • • • • 0 -7.401•60 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 •Value •Effluent Value Temperature, °C 35 30 • • 25 4Pit 20 • t • — 15 • � • 10 • • • • Mr 5 •• I. • ••• • 0 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 •Value •Effluent Value pH, Standard Units 9 87 WO • j • • 6 • — S 4 3 - 2 1 0 Aug-16 Mar-17 Sep-17 Apr-18 Oct-18 May-19 Dec-19 Jun-20 •Value •Effluent Value ,Ct'br,i /lr'l The News -Recor .m Serving Madison County since 1901 >s AFFIDAVIT OF PUBLICATION MADISON COUNTY • • NORTH CAROLINA Public Notice North Carolina Environmental Manage- ment Commission/NPDESCenter UnitCenter 1617 Mail Service Before the undersigned,a Notary Public,duly commissioned,qualified,and Raleigh,NC 27699-1617 authorized by law to administer oaths,personally appeared said legal clerk, Nwater of Intent 0o issue733 a NPDES Waste- who,beingfirst dulysworn,deposes and says:that he/she is the Legal Waste- water Permit NC0021733 Marshall WWTP P Y The North Carolina Environmental Man- Clerk of The Asheville Citizen-Times,engaged in publication of a aaggDESnt Commission proposesrg permitto Issu a newspaper known as The News-Record&Sentinel,published and issued NPDES wastewater discharge to the person(s) listed below. Written corn- In the Town of Marshall and entered as periodical class mail in the Town of meats regarding the proposed permit will be acceted until 30 days after the publish Mars Hall,in Madison County,North Carolina;that he/she is authorized to date of this notice.The Director of the NC make this affidavit and sworn statement;that the notice or other legal Division of Water Resources (DWR) may hold a publk hearing should there be a advertisement,a true copy of which is attached here to,was published in Pleaseacmt degreee of public interestmaio The News Record&Sentinel on the following date(s) 03/30/22. And that mail comments and/or information requests to DWR at the above address in the said newspaper in which said notice,paper,document or legal teN. a is personse may visit thh, DWR 0t 512 advertisement waspublished, at the time of each and everypublication,a N.Salisbury Street,Raleigh, NC 27604 to review information on file. Additional in- newspaper meeting all of the requirements and qualifications of Section formation on NPDES permits and this no- tice may be found on our website:htap//d 1-597 of the General Statues of North Carolina. eq.nc.gov/about/divisions/water- resources/water-resources permits/wastewater-branch/npdes- wastewater/public-notices,or b tailing(919) 707-3601. The Town of Marshall (P.O.Box 548,Marshall,NC,28753)has re- Signed this 20th of April,2022, quested renewal of prermit NC0021733 for its Wastewater Treatment Plant in Madison County. This permitted facility discharges 0.4 MGD of treated wastewa- • ter to the French Broad River in the French Broad River Basin,Biochemical oxy- gen demand, fecal coiiform, pH,total re- sidual chlorine and total suspended solids Legal Clerk are water quality limited parameters.This discharge may affect future allocations in this portion of the French Broad River Ba- Sworn to a bscribed befo e t 20th of April,2022 sin, Mardi 30,2022 0005185391 Notary Publi•,State of tryii nsin,County of Brown (.- - 2 S My Commissi t expires r...,+. AMY KOKOTT Notary Public State of Wisconsin (828)232-5830 I (828)253-5092 FAX 14 O.HENRY AVE. I P.O.BOX 2090 I ASHEVILLE,NC 28802 I(800)800-4204