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Home My WebLink AboutNC0021601_Headworks Analysis_20230918 Town of Tryon Wastewater Treatment Plant 301 N. Trade Street Tryon, N.C. 28782 September 11, 2023 Keys McGee, Environmental Engineer II Division of Water Resources Water Quality Permitting Section-NPDES RECEIVED 1617 Mail Service Center Raleigh, N.C. 27699-1617 SEP 1 g 2023 SUBJECT: Headworks Analysis EQ/DWRfNpDES Tryon WWTP NCB Permit No. NC0021601 Polk County Dear Mr. McGee: Please find enclosed the Town of Tryon's Headworks Analysis due on September 30, 2023 as follows: • STMP • Data from all sampling sites • Removal Rate Calculations • Mass Balance Spreadsheet • HWS Spreadsheets • HASL • Allocation Table • Documentations of Design Influent values • Land Application Permit • Sludge Annual Report If you have questions, please contact me at debmbradley@hotmail.com. Best regards, Deborah Bradley, ORC Tryon WWTP Town of Tryon Short Term Monitoring Plan NPDES Permit NC0021601 Quarterly monitoring should be approximately 18 months before HWA is due Results should be sent to State 90 days before due Date A Sampling Points Influent-Prior to Mixing Before any side streams Normal Collection site Effluent-Final effluent after dechlornation Normal Collection site Activated Sludge-At weir overflow Sludge disposal-Sludge basin before Hauling SIU-Effluent to City Sewer Uncontrollable- East Howard Street ( Domestic) B Pollutants of Concern BOD Pb TP TSS Ni Mo Cd Hg Percent Solids Cr NH3 Cu Se Zn As C Flow-See Diagram, Sludge to disposal will be calculated Effluent sampling will be collected 24 hours after Influent To allow pass through or contact time D SIU Monitoring-By Permit and all pollutants of concern will be monitored once E STMP Frequency Influent-Quarterly on work day Effluent-Quarterly on work day Uncontrollable-Quarterly on work day(Domestic) Activated Sludge Basin-Once Sludge disposal-Once Sills- Per permit and POC Once I F Sampling Plan Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 1 Domestic Activate Sludge Pollutant Influent Effluent Howard St. SIU Sludge Disposal BOD X X X X TSS X X X X Cd X X X X X X Cr X X X X X Cu X X X X X X Pb X X X X X X Ni X X X X X X Zn X X X X X X Hg X X X X X X NH3 X X X X X Se X X X X X X As X X X X X X TP X X X X X X Mo X X X X X %solids X Fluoride X X X X Chloride X X X X G Detention Levels and Methods Pollutants Detection Sampling Pollutants Detection Sample Of Concerns Level mg/L Method of Concerns Level mg/L Method BOD 2 composite Hg 0.0002 composite TSS 2.5 composite NH3 0.1 composite pH SU Grab Se 0.1 composite Cd 0.002 composite As 0.01 composite Cr 0.005 composite TP 0.2 composite Cu 0.002 composite Mo 0.1 composite 1 Pb 0.01 composite %solids 0.1 grab 1 Ni 0.01 composite Fluoride 0.1 composite 1 Zn 0.01 composite Chloride 10 composite *Effluent Hg samples shall have a detection level of I ng/L and shall be collected as GRAB **Sampling and preservation shall comply with 40 CFR 136 ***Composite samples shall consist of 24 hours minimum ****Aeration Basin,Sludge Disposal and Domestic samples shall be GRAB J r - STM June 2022 Influent Effluent Howard St. Aeration Basin BOD BOD BOD TSS TSS TSS Cd Cd Cd Cd Cr Cr Cr Cr Cu Cu Cu Cu Pb Pb Pb Pb Ni Ni Ni Ni Zn Zn Zn Zn Hg Hg Hg Hg NH3 NH3 NH3 NH3 Se Se Se Se As As As As TP TP TP TP Mo Mo Mo Fluoride Fluoride Fluoride Chloride Chloride Chloride 1 a) a) -a -o C C- o _ m 0 O c N LL U H m I- U U U a Z N I Z to Q I-- U in a'1:3a) . L L L to 0 � m 0 � 0 m I- U U U .0 Z N 2 Z cn < I- 2 LL U a) a) C C C = Q 0 - 0 N 10 L 3 .0 C 00 2 a) to d 0 W m I- U U U d Z N I Z v < I— 2 a. U a) a) �C -0 "O en O L (%! _ N = 0 IN— U U U a Z N 2 Z in Q F- 2 LL U N 0 N L CD 1c E a) I— y N V) I STM December 2022 Influent Effluent Howard St. Sludge BOD BOD BOD TSS TSS TSS Cd Cd Cd Cd Cr Cr Cr Cu Cu Cu Cu Pb Pb Pb Pb Ni Ni Ni Ni Zn Zn Zn Zn Hg Hg Hg Hg NH3 NH3 NH3 Se Se Se Se As As As As TP TP TP TP Mo Mo Mo Mo %solids %solids Fluoride Fluoride Fluoride Chloride Chloride Chloride STM March 2023 Influent Effluent Howard St. BOD BOD BOD TSS TSS TSS Cd Cd Cd Cr Cr Cr Cu Cu Cu Pb Pb Pb Ni Ni Ni Zn Zn Zn Hg Hg Hg NH3 NH3 NH3 Se Se Se As As As TP TP TP Mo Mo Mo %solids Fluoride Fluoride Fluoride Chloride Chloride Chloride I - 1 HEADWORKS ANALYSIS DUE 9/30/2023 2022 June Influent Effluent Howard Street Aeration Basin 2022 September Influent Effluent Howard Street Tryon Finishing 2022 December Influent Effluent Howard Street Sludge Basin 2023 March Influent Effluent Howard Street ) t ) f TOWN OF TRYON WASTEWATER PLANT Flow Diagram,Sampling Sites Vaughn Creek Chlorine Contact Chamber To Creek and Dechlornation Site 2 Return Sludge Waste Sludge Clarifier 2 Clarifier 1 Old basin Sludge Holding out of service Site 6 • 1. t Electrial Room Supernate > Supernate Sludge Tricking 1111.4mommommaimil Return Sludge Bar Screen Site 1 77 Basin 1 Site 5 Maintenance Building Influent T Office& Lab • Removal Rate Calculations f FLOW BC)* TSS Influent Used in Effluent Used in Influent Used in Effluent Used in Sample Date mgd < mg/L Calculation < mg/L Calculation < mg/L Calculation < m•/L Calculation 6/7/2022 Spreadsheet 0.294 170 170 < 2 1 160 160111 2.5 1.25 Instructions: 9/6/2022 1) Data 0.271 49� 49 4.4 4.4 110 110. 5.1 5.1 entered only in 13/14/2023 He 0.275 52 52 < 2 1 32®I 3/14/2023 Bordered cells. 0.194 100 100 4.2 4.2 100 Rest of worksheet is II protected, -- p d, .-- password is 2) For below detection data, r - enter"<"in"<" column,and enter detection level in Influent II or -- or Effluent mg/I columns. II Spreadsheet - -- Spreadsheet I�... iriti will auto- I-- atiy -.-- calculate averages and -.-- _ removal rates using 1/2 I-- value entered. 3)Document - - removal Rate choice 4)Formulas in Compre- hensive Guide HWA Chapter, Column Averages=> Section E, 0.2585 92.75 2.65 123.3333 4.15 page 1 Unpaired Site Specific RR=> 97.14% Unpaired Site Specific RR=> 96.64% Literature/Default RR=> 85.00% Literature/Default RR=> 85.00% 25 % of data is BDL 25 % of data is BDL RR for this HWA=>1I RR for this HWA - Removal Rate Spreadsheet(may16)(2) Removal Rates Page 1 of 8 pages 8/31/2023, 10:21 AM Revision:August 1999 Removal Rate Calculations AMMONIA ARSENIC CADMIUM Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in Effluent Used in Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation 6/7/2022 0.21 0.21 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 r 9/6/2022 3.4 3.4 0.85 0.85 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 12/13/2022 12 12 0.67 0.67 < 0.001 0.0005 < 0.001 0.0005 0.0005 < 0.001 0.0005 3/14/2023 10 10 il 0.29 0.29 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 IColumn Averages=> 8.466667 0.505 0.0005 0.0005 0.0005 0.0005 Unpaired Site Specific RR=> 94.04% Unpaired Site Specific RR=> 50%BDL Unpaired Site Specific RR=>p 50%BDI Literature/Default RR=> 85.00% Literature/Default RR=> 45.00% Literature/Default RR=> 67.00% 0 °i, of data is BDL 100 % of data is BDL 100 % of data is BDL RR for this HWA=>II RR for this HWA=>II RR for this HWA=>II Removal Rate Spreadsheet(may16)(2) Removal Rates Page 2 of 8 pages 8/31/2023, 10.21 AM Revision August 1999 - Removal Rate Calculations CHROMIUM COPPER CYANIDE Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in Effluent Used in Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation 6/7/2022 0.003 0.003 < 0.001 0.0005 0.103 0.103 0.009 0.009 9/6/2022 0.003 0.003 < 0.001 0.0005 0.04 0.04 0.009 0.009 12/13/2022 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 0.022" 0.022 3/14/2023 0.002 0.002 < 0.001 0.0005 0.051 0.051 0.012 0.012 r - Column Averages=> 0.0021 0.0005 0.0486 0.0130 Unpaired Site Specific RR=> 50%BDL Unpaired Site Specific RR=> 73.26% Unpaired Site Specific RR=> Literature/Default RR=> 82.00% Literature/Default RR=> 86.00% Literature/Default RR=> 69.00% 63 % of data is BDL I3 °„ of data is BDL of data is BDL RR for this HWA= II RR for this HWA=>II RR for this HWA=>II Removal Rate Spreadsheet(may16)(2) Removal Rates Page 3 of 8 pages 8/31/2023. 10:21 AM Revision:August 1999 Removal Rate Calculations LEAD MOLYBDENUM Influent Used in Effluent Used in Influent Used in I;flluent Used in Influent Used in Effluent Used in Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation 6/7/2022 0.004 0.004 < 0.001 0.0005 < 0.00002 0.00001 < 0.00002 0.00001 < 0.001 0.0005 0.001 0.0005 9/6/2022 0.004 0.004 < 0.001 0.0005 < 0.00002 0.00001 < 0.00002 0.00001 0.001 0.001 < 0.001 0.0005 12/13/2022 < 0.001 0.0005 < 0.001 0.0005 < 0.00002 0.00001 < 0.00002 0.00001 < 0.001 0.0005 < 0.001 0.0005 3/14/2023 0.002 111 0.001 0.0005 < 0.00002 0.00001 < 0.00002 0.00001 < 0.001 0.0005 0.001 0.0005 I Column Averages=> 0.0026 0.0005 0.00001 0.00001 0.0006 0.0005 Unpaired Site Specific RR=> 50%BDL Unpaired Site Specific RR=> 50%BDL Unpaired Site Specific RR=> 50%BDI Literature/Default RR=> 61.00% Literature/Default RR=> 60.00% Literature/Default RR=> 33.00% 63 %of data is BDL 100 % of data is BDL 88 %of data is BDL RR for this HWA II RR for this HWA=>II RR for this HWA=>II Removal Rate Spreadsheet(may16)(2) Removal Rates Page 4 of 8 pages 8/31/2023, 10:21 AM Revision.August 1999 Removal Rate Calculations SELENR/M SILVER Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in Effluent Used in Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < m•/L Calculation < mg/L Calculation < mg/L Calculation 6/7/2022 0.002 0.002 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 9/6/2022 0.002 0.002 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 12/13/2022 < 0.001 0.0005 0.001 0.001 < 0.001 0.0005 < 0.001 _ 0.0005 3/14/2023 0.002 0.002 < 0.001 0.0005 < 0.001 0.0005 < 0.001 0.0005 - p Column Averages=> 0.0016 0.0006 0.0005 0.0005 Unpaired Site Specific RR=> 61.54% Unpaired Site Specific RR=>'50%BDL Unpaired Site Specific RR=> Literature/Default RR=> 42.00% Literature/Default RR=> 50.00% Literature/Default RR=> 75.00% 1 50 % of data is BDL 100 °o of data is BDL of data is BDL RR for this HWA=>II RR for this HWA=>� RR for this HWA=> Removal Rate Spreadsheet(may16)(2) Removal Rates Page 5 of 8 pages 8/31/2023, 10 21 AM Revision:August 1999 Removal Rate Calculations ZINC Oil &Grease Total Chloride Influent Used in Effluent Used in Influent Used in Effluent Used in Influent Used in L.11luent Used in Sample Date < mg/L Calculation < m Calculation < mg/L _CalculationCalculation < mg/L Calculation < mg/L Calculation 6/7/2022 0.093 0.093 0.016 0.016 96 96 58 58 9/6/2022 0.07 0.07 0.022 0.022 40' 40 37 37 12/13/2022 0.032 0.032 0.02 0.02 68 68 54 54 3/14/2023 0.068 0.068 0.034 0.034 38 38 33 33 Column Averages=> 0.0658 0.0230 60.5000 45.5000 Unpaired Site Specific RR=> 65.02% Unpaired Site Specific RR=> Unpaired Site Specific RR=> 24.79% Literature/Default RR=> 79.00% Literature/Default RR=>� Literature/Default RR=>� 0 % of data is BDL of data is BDL 0 %of data is BDL RR for this HWA=>`� RR for this HWA=>� RR for this HWA=>1 .1 Removal Rate Spreadsheet(may16)(2) Removal Rates Page 6 of 8 pages 8/31/2023, 10:21 AM Revision:August 1999 Removal Rate Calculations rota!Phosphor Influent Used in Lflluent Used in Influent Used in Effluent Used in Sample Date < mg/L Calculation < mg/L Calculation < mg/L Calculation < mg/L Calculation 6/7/2022 4.2 4.2 0.25 0.25 9/6/2022 1.65 1.65 1.77 1.77 12/13/2022 1.99 1.99 0.23 0.23 0.2 0.2 0.1 0.1 3/14/2023 < 0.04 0.02 1.41 1.41 0.4 0.4 0.3 0.3 Column Averages=> 1.9650 0.9150 0.3000 0.2000 Unpaired Site Specific RR=> 53.44 Unpaired Site Specific RR=> 33.33% Literature/Default RR=>II Literature/Default RR=>I 13 °A)of data is BDL 0 °=° of data is BDL RR for this HWA=>II RR for this HWA -II Removal Rate Spreadsheet(may16)(2) Removal Rates Page 7 of 8 pages 8/31/2023, 10:21 AM Revision:August 1999 Removal Rate Calculations Influent Used in Effluent Used in Influent Used in Effluent Used in Sample Date < mg/L Calculation < mg/L Calculation < mg/I, Calculation < m Calculation 6/7/2022 9/6/2022 12/13/2022 3/14/2023 - Column Averages=> Unpaired Site Specific RR=> Unpaired Site Specific RR=> Literature/Default RR=>II Literature/Default RR=>lI of data is BDL of data is BDL RR for this HWA=>� RR for this HWA II Removal Rate Spreadsheet(may16)(2) Removal Rates Page 8 of 8 pages 8/31/2023. 10 21 AM Revision.August 1999 TOWN OF TRYON FLOW BOD TSS AMMONIA ARSENIC INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load Count (please list alphabetically) number MGD gal/day mg/I lbs/day mg/1 lbs/day mg/I lbs/day mg/1 lbs/day 1 T on Finishin:Co 'oration 1 0.0183 18,300 181.18 27.65 66.84 10.20 0.002 0.0003 2 -- -_ 34 -_- -_--_ -_-_ 5 -- -�--- 6 -- ---� 7 -- -_ 8 -- -� 9 10 -- 1111 -11 -- -�- 12 13 -- -- Sum of Industrial Loading(lbs/day)_> 0.0183 18300 27.6521 10.2013 0.0003 MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day Avg Influent loading(lbs/day)=> 0.292 292,000 103 250.83 86 209.43 10.9 26.5446 0.005 0.0122 Uncontrollable Load from Mass Bal(lbs/day)=> 0.2737 223.1818 199.2328 0.0119 Uncontrollable Concen. from Mass Bal(mg/L)_> 981 r 871 r r 0.00521 Uncont. from Uncont. Sampling(mg/L+lbs/day)_> 145 330.99 78 178.05 16.5 37.66 0.005 0.0114 Uncontrollable Concen. From Literature(mg/L)=> I 2501 I 2501 251 r 0.0031 Uncontrollable conc. to be used in HWA(mg/L)_> 250 250 25 0.005 Spreadsheet Instructions: 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable protected,password is"2". Concentration From "Mass Balance"(row 25), 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons. Uncontrollable Mass Balance Spreadsheet Sept 2023 SIU.Uncont.Mass.Bal Page 1 of 5 pages 9/6/2023,7:56 AM Revision:August 1999 TOWN OF TRYON FLOW CADMIUM CHROMIUM COPPER CYANIDE INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day 1 Tryon Finishing Corporation 1 0.0183 18,300 0.0005 0.0001 0.0041 0.0006 0.1962. 0.0299 0.0041 0.0006 2 3 4 5 6 8 --1 9 10 11 12 - 13 Sum of Industrial Loading(lbs/day)=> 0.0183 18300 0.0001 I 0.0006 0.0299 1 0.0006 MGD gaUday mg/1 lbs/day mg/I lbs/day mg/1 lbs/day mg/1 lbs/day Avg Influent loading(lbs/day)=>I 0.292 292,000 0.0005 0.0012 0.0025 0.0061 0.0233 0.05671I Uncontrollable Load from Mass Bal(lbs/day)=> 0.2737 0.0011 0.0055 0.0268 ######## Uncontrollable Concen. from Mass Bal(mg/L)=> I 0.00051 1 0.00241 I 0.01171 I########I Uncont.from Uncont. Sampling(mg/L+lbs/day)_> 0.005 0.0114 0.0005 0.0011 0.02425 0.0554 Uncontrollable Concen. From Literature(mg/L)_> I 0.0031 0.05J I 0.0611 j 0.0411 Uncontrollable cone. to be used in I IWA (mg/L)_> 0.005 0.05 0.025 0.041 Spreadsheet Instructions: 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable protected,password is"2". Concentration From "Mass Balance"(row 25), 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons. Uncontrollable Mass Balance Spreadsheet Sept 2023 SIU.Uncont.Mass.Bal Page 2 of 5 pages 9/6/2023,7:56 AM Revision:August 1999 TOWN OF TRYON FLOW LEAD MERCURY MOLYBDENUM NICKEL INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day 1 T on Finishin:Co •oration 1 0.0183 18,300 0.0015 0.00091 0.00014 0.0027 0.0004 2 3 -- --- 4 -- _--- 56 -__- 7 -- --- 8 -- - 9 10 --11 -- - 12 13 Sum of Industrial Loading(lbs/day)=> 0.0183 18300 0.00014 0.0004 MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day Avg Influent loading(lbs/day)_> 0.2921 292,000 0.0025 0.0061 0.0001 0.00024 0.005 0.0122 0.005 0.0122 Uncontrollable Load from Mass Bal(lbs/day)_> 0.2737 0.00010 0.0118 Uncontrollable Concen. from Mass Bal(mg/L)=> I I I 0.000051 I I I 0.00521 Uncont. from Uncont. Sampling(mg/L+lbs/day)_> 0.0025 0.0057 0.0001 0.0002 0.005 0.0114 0.0025 0.0057 Uncontrollable Concen.From Literature(mg/L)_> I 0.0491 I 0.0003I I_I r 0.0211 Uncontrollable conc. to be used in HWA(mg/L)_> 0.05 0.0003 0.005 0.0025 Spreadsheet Instructions: 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable protected,password is"2". Concentration From "Mass Balance"(row 25), 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons. Uncontrollable Mass Balance Spreadsheet Sept 2023 SIU.Uncont.Mass.Bal Page 3 of 5 pages 9/6/2023,7:56 AM Revision:August 1999 TOWN OF TRYON FLOW SELENIUM SILVER ZINC Oil & Grease INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day mg/1 lbs/day 1 Tryon Finishing Corporation 1 0.0183 18,300 0.0015 0.0002 0.0923 0.0141 2 3 4 5 6 7 8 9 10 11 12 13 Sum of Industrial Loading(lbs/day)_> 0.0183 18300 1 0.0002 0.0141 MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day Avg Influent loading(lbs/day)_> 0.2921 292,000 0.005 0.0122 0.0038 0.0093 0.05 0.1218 Uncontrollable Load from Mass Bal(lbs/day)=> 0.2737 0.009 0.1077 Uncontrollable Concen. from Mass Bal(mg/L)_> I I I 0.0041 I 0.04721 ' Uncont. from Uncont. Sampling(mg/L+lbs/day)_> 0.005 0.0114 -_ 0.11475 0.2619 Uncontrollable Concen. From Literature(mg/L)_> 0.001 0.1751 501 uncontrollable conc. to he used in HWA (nig 0.005 0.005 0.175 50 Spreadsheet Instructions: 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable protected,password is"2". Concentration From "Mass Balance"(row 25), 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons. Uncontrollable Mass Balance Spreadsheet Sept 2023 SIU.Uncont.Mass.Bal Page 4 of 5 pages 9/6/2023,7:56 AM Revision:August 1999 TOWN OF TRYON FLOW Total Phosphorus Fluoride Chloride Sulfate INDUSTRY Industry Average Discharge Average Discharge Average Discharge Average Discharge Average Discharge IUP NAMES Permit/Pipe Conc. Load Conc. Load Conc. Load Conc. Load Count (please list alphabetically) number MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day 1 Tryon Finishing Corporation 1 0.0183 18,300 6.17 0.9417 0.24 0.0366 248 37.8503 18.6667 2.8489 2 3 4 5 6 7 8 9IIIMI _ NMI ffilal. 10 11 I 12 13 , Sum of Industrial Loading(lbs/day)_> 0.0183 18300 0.9417 I 0.0366 I 37.8503 2.8489 MGD gal/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/I lbs/day Avg Influent loading(lbs/day)=>I 0.2921 292,000 111 26.7881 Lam, Uncontrollable Load from Mass Bal lbs/daY)=> 0.2737 25.8464 -0.0366 -37.8503 -2.8489 I (lbs/day) Uncontrollable Concen.from Mass Bal(mg/L)=> 11.32291 1 -0.01601 1 -16.58171 r -1.24811 Uncont. from Uncont. Sampling(mg/L+lbs/day)_> I 0.114751 0.01171 Uncontrollable Concen. From Literature(mg/L)=> I 0.1751 I I I I r I Uncontrollable conc. to be used in HWA(mg/L)_> 0.175 Spreadsheet Instructions: 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is Choose"Uncontrollable Concentration to be used in HWA"(row 31)from Uncontrollable protected,password is"2". Concentration From "Mass Balance"(row 25), 2)Formulas are discussed in the Comprehensive Guidance,Chapter 5,Section E,page 5. "Sampling"(row 27),or"Literature"(row 29). Document reasons. Uncontrollable Mass Balance Spreadsheet Sept 2023 SIU.Uncont.Mass.Bal Page 5 of 5 pages 9/6/2023,7:56 AM Revision:August 1999 TOWN OF TRYON INFLUENT Sample Location: FLOW BOD AMMONIA INFLUENT Used in Calculated Used in Calculated Used in Calculated Sample Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 170 170 416.83 160 Instructions: 9/6/2022 .6 Data 0.271 49 49 110.75 110 110 248.62 3.4 3.4 7.68 12/13/2022 entered only in 0.275 52 52 119.26 32 32 73.39 12 12 27.52 Heavy 3/14/2023 Bordered cells. 0.194 100 100 161.80 100 100 161.80 10 10 16.18 Rest of worksheet is protected, - password is 2) For below detection data, enter"<"in"<" - column,and ` enter detection level in Influent or Effluent - mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates using 1/2 value entered. Column Averages=> 0.25850 92.75 202.16 80.67 161.27 8.47 17.13 Data Summary Spreadsheet Sept 2023 New INFLUENT Page 1 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 TOWN OF TRYON INFLUENT Sample Location: FLOW ARSENIC CADMIUM C ROMIUM INFLUENT Used in Calculated Used in Calculated Used in Calculated Sample Date ` MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 0.003 Instructions: 9/6/2022 1) Data 0.271 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 0.003 12/13/2022 eHeavyntered only in 0.275 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 < 0.001 3/14/2023 Bordered cells. 0.194 < 0.001 0.0005 0.0008 < 0.001 0.0005 0.0008 0.002 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and __ enter detection - level in Influent or Effluent mg/I columns. --- Spreadsheet - - - will auto- "' -"-' '" matically calculate �� averages and -�� removal rates using 1/2 value entered. '' "•"""" •1 NM- Mau A NMI Column Averages=> 0.25850 0.0005 0.0011 0.0005 0.0011 Data Summary Spreadsheet Sept 2023 New INFLUENT Page 2 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 TOWN OF TRYON INFLUENT (Sample Location: FLOW COPPER CYANIDE LEAD INFLUENT Used in Calculated Used in Calculated Used in Calculated Sample Date ` I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 0.103 0.103 0.2526 0.004 0.004 0.0098 Instructions, 9/6/2022 1) Data 0.271 0.04 0.04 0.0904 0.004 0.004 0.0090 12/13/2022 enteredHeavy only in 0.275 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.00 1 1 3/14/2023 Bordered cells. 0.194 0.051 0.051 0.0825 0.002 0.002 0.0032 Rest of worksheet is protected, - password is 2) For below detection data, A, - — enter"<"in"<" column,and r- enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates using 1/2 value entered. Column Averages=> 0.25850 0.0486 0.1067 0.0026 0.0058 Data Summary Spreadsheet Sept 2023 New INFLUENT Page 3 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 TOWN OF TRYON INFLUENT Sample Location: FLOW MOLYBDENUM INFLUENT Used in Calculated Used in Calculated Used in Calculated Sample Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.00002 < 0.001 0.002 Instructions: 9/6/2022 1) Data 0.271 < 0.00002 < 0.001 0.002 12/13/2022 enteredHeavy only in 0.275 < 0.00002 < 0.001 < 0.001 3/14/2023 Bordered cells. 0.194 < 0.00002 < 0.001 0.002 Rest of worksheet is protected, password is 2„ 2) For below detection data, enter"<"in"<" column,and -- enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates - - using 1/2 value entered. Averages=> 0.25850 Column _ Data Summary Spreadsheet Sept 2023 New INFLUENT Page 4 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 TOWN OF TRYON INFLUENT Sample Location: FLOW SILVER INFLUENT Used in Calculated Used in Calculated Used in Calculated Sample Date 1 I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation Ibs/day 6/7/2022 Spreadsheet 0.294 < 0.001 0.0005 0.0012 0.093 Instructions: 9/6/2022 1) Data 0.271 < 0.001 0.0005 0.0011 0.07 12/13/2022 Heavyd only in 0.275 1<111111•1•0.001 0.0005 0.001 I 0.032 3/14/2023 Resod cells. 0.194 < 0.0005 0.0008 0.068 worksheet is protected. password is r- 2) For below detection data, �� r enter"<^in"<" column.and enter detection level in Influent or Effluent mg/I columns. Spreadsheet nonmonanonommomm. will auto- matically calculate averages and - -. removal rates using 1/2 value entered. u i Column Averages=> 0.25850 0.0005 0.001 I Data Summary Spreadsheet Sept 2023 New INFLUENT Page 5 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 TOWN OF TRYON INFLUENT 'Sample Location: FLOW FLUORIDE "total Phosphorus INFLUENT Used in Calculated Used in Calculated Used in Calculated Sample Date I MGD mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 2.1 96 96 235.3882 4.2 4.2 10.2982 Instructions: 9/6/2022 1) Data 0.271 < 0.1 0.05 0.1130 40 40 90.4056 1.65 1.65 3.7292 12/13/2022 enteredHeavy only in 0.275 0.2 0.2 0.4587 68 68 155.9580 1.99 1.99 4.5641 3/14/2023 Bordered cells. 0.194 0.4 0.4 0.6472 38 38 61.4825 < 0.04 0.02 0.0324 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet -will auto- matically calculate averages and removal rates using 1/2 value entered. Column Averages=> 0.25850 0.2167 0.4063 60.5000 135.8086 I 1.9650 I 4.6560_1 Data Summary Spreadsheet Sept 2023 New INFLUENT Page 6 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 TOWN OF TRYON INFLUENT (Sample Location: FLOW ConductiNity Sodium INFLUENT Used in Calculated Used in Calculated Used in Calculated Stele Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 Instructions: 9/6/2022 1) Data 0.271 12/13/2022 entered only in 0.275 Heavy 3/14/2023 Bordered cells. 0.194 Rest of worksheet is protected, password is 2„ 2) For below detection data, enter"<"in"<" • column,and enter detection level in Influent MP- or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates using 1/2 value entered. Column Averages=> 0.25850 Data Summary Spreadsheet Sept 2023 New INFLUENT Page 7 of 7 pages 8/28/2023, 9:30 AM Revision:August 1999 r Effluent Data Summary Spreadsheet(7) Sample Location: FLOW BOD TSS AMMONIA IEffluent Used in Calculated Used in Calculated Used in Calculated Sample Date l I MUD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 2 1 2.45 < 2.5 1.25 3.06 0.21 0.21 0.51 Instnictions: - 9/6/2022 1) Data 0.271 4.4 4.4 9.94 5.1 5.1 11.53 0.85 0.85 1.92 12/13/2022 entered only in Heavy 0.275 < 2 1 2.29 < 2.5 1.25 2.87 0.67 0.67 1.54 3/14/2023 Bordered cells. 0.194 4.2 4.2 6.80 9 9 14.56 0.29 0.29 0.47 Rest of , worksheet is protected, I - 1 ' passlvord is 2., 2) For below detection data, i enter"<"in"t, column,and enter detection level in Influent or Effluent mg/i columns. Spreadsheet will auto- matically calculate , , , averages and remcval rates - --- using 1/2 value entered. - Column Averages=> 0.25850 2.65 5.37 4.15 8.01 0.51 1.11 Effluent Data Summary Spreadsheet(7) data summary Page 1 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 Effluent Data Summary Spreadsheet(7) 1aample Location: FLOW CADMIUM C■ROMIUM Effluent Used in Calculated Used in Calculated Used in Calculated Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 Instructions: 9/6/2022 1) Data 0.271 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 H 12/13/2022 enteredeavy onlyin 0.275 < 0.001 0.0005 0.00 I I < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 3/14/2023 Bordered cells. 0.194 <' 0.001 0.0005 0.0008 < 0.001 0.0005 0.0008 < 0.001 0.0005 0.0008 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent - mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates using 1/2 `" value entered. 1 11 lI �. Column Averages=> 0.25850 0.0005 0.0011 0.0005 0.0011 0.0005 0.0011 Effluent Data Summary Spreadsheet(7) data summary Page 2 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 Effluent Data Summary Spreadsheet(7) 'Sample Location: FLOW COPPER CYANIDE LEAD Effluent Used in Calculated Used in Calculated Used in Calculated I Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 0.009 0.009 0.0221 < 0.001 0.0005 0.0012 Instructions: < 0.001 0.0005 0.0011 9/6/2022 1) Data 0.271 0.009 0.009 0.0203 12/13/2022 eHeavyntered only in 0.275 0.022 0.022 0.0505 < 0.001 0.0005 0.0011 3/14/2023 Rost Bordered cells. 0.194 0.012 0.012 0.0194 < 0.001 0.0005 0.0008 worksheet is protected, password is 2) For below detection data, — enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates - using 1/2 value entered. • 1,1 Column Averages=> 0.25850 0.0130 0.0281 0.0005 0.0011 Effluent Data Summary Spreadsheet(7) data summary Page 3 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 Effluent Data Summary Spreadsheet(7) 'Sample Location: FLOW MOLYBDENUM Effluent Used in Calculated Used in Calculated Used in Calculated I Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.00002 0.0001 0.00025 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 Instructions: 9/6/2022 1) Data 0.271 < 0.00002 0.00001 0.00002 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.00I1 12/13/2022 enteredavy only in 0.275 < 0.00002 0.00001 0.00002 < 0.001 0.0005 0.001 I 0.001 0.001 0.0023 He 3/14/2023 Bordered cells. 0.194 < 0.00002 0.00001 0.00002 < 0.001 0.0005 0.0008 < 0.001 0.0005 0.0008 Rest of worksheet is protected. password is 2) For below - detection data, enter"<"in"<" '--- column,and enter detection level in Influent or Effluent � _ 1__ mg/I columns. Spreadsheet will auto- matically calculate averages and • removal rates using 1/2 - - value entered. " - 1 Column Averages=> 0.25850 0.00003 0.00008 0.0005 0.0011 0.0006 0.00I4 Effluent Data Summary Spreadsheet(7) data summary Page 4 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 Effluent Data Summary Spreadsheet(7) Sample Location: FLOW Effluent Used in Calculated Used in Calculated Used in Calculated Sample Date t MGD < mg/L Calculation lbs/day < m /g L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.001 0.0005 0.0012 0.16 0.16 0.3923 Instructions: 9/6/2022 1) Data 0.271 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 0.022 0.022 0.0497 12/13/2022 enteredvy only in 0.275 < 0.001 0.0005 0.0011 0.02 0.02 0.0459 Hea 3/14/2023 Bordered cells. 0.194 < 0.001 0.0005 0.0008 ^- 0.034 0.034 0.0550 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" - column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet - will auto- _ matically calculate averages and removal rates using 1/2 value entered. • Column Averages=> 0.25850 0.0005 0.0011 0.0005 0.001 I 0.0590 0.1357 Effluent Data Summary Spreadsheet(7) data summary Page 5 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 Effluent Data Summary Spreadsheet(7) (Sample Location: FLOW OIL&GREASE Chlorides Total Phosphorus Effluent Used in Calculated Used in Calculated Used in Calculated Sample Date t MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet Instructions: 0.294 58 58 142.2137 0.25 0.25 0.6130 9/6/2022 1) Data 0.271 37 37 83.6252 1.77 1.77 4.0004 12/13/2022 entered only in 0.275 54 54 123.8490 0.23 0.23 0.5275 Heavy 3/14/2023 Bordered cells. 0.194 33 33 53.3927 1.41 1.41 2.2813 Rest of worksheet is protected, password is 2) For below detection data, . A , - enter"<^in"<" column,and ; enter detection level in Influent or Effluent mg/I columns. - Spreadsheet will auto- matically , calculate averages and removal rates - - using 1/2 value entered. ♦ i - Column Averages=> 0.25850 45,5000 100.7701 0.9150 1.8556 Effluent Data Summary Spreadsheet(7) data summary Page 6 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 Effluent Data Summary Spreadsheet(7) (Sample Location: FLOW Conducti its Sodium dotal Fluoride Effluent Used in Calculated Used in Calculated Used in Calculated Sample Date MGD < mg/L Calculation lbs/day < mg%I. Calculation lbs/day < mg/I. Calculation lbs/day 6/7/2022 Spreadsheet 0.294 0.3 0.3 0.7356 Instructions: < 0.1 0.05 0.1130 9/6/2022 1) Dataa 0.271 12/13/2022 entered only in 0.275 0.1 0.1 0.2294 Heavy 3/14/2023 Bordered cells. 0.194 0.3 0.3 0.4854 I Rest of worksheet is protected, password is 2" 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically - �r calculate averages and -- - removal rates 111.M11 .11 using 1/2 �- -- value entered. • Column Averages=> 0.25850 0.1875 0.3908 Effluent Data Summary Spreadsheet(7) data summary Page 7 of 7 pages 9/6/2023, 10:55 AM Revision:August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON 'Sample Location: FLOW BOD • MONIA HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 500 500 1225.98 710 710 1740.89 6 6 14.71 Instructions: 9/7/2022 1) Data 0.371 200 200 618.83 160 160 495.06 16 16 49.51 12/13/2022 enteredavy only in 0.275 150 150 344.03 120 120 275.22 16 16 36.70 He 3/14/2023 Re de st of d cells. 0.281 11 11 25.78 worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates using 1/2 value entered. - Column Averages=> 0.30525 283.33 729.61 330.00 837.06 I 12.25 I 31.67 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 1 of 7 pages 8/28/2023, 9.22 AM Revision.August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON • Sample Location: FLOW C DMIUM CUROMIUM HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date l MGD < mg/L Calculation Ibs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 0.003 0.003 0.0074 Instructions:9/7/2022 1) Data 0.371 < 0.001 0.0005 0.0015 < 0.001 0.0005 0.0015 0.002 0.002 0.0062 12/13/2022 enteredHeavy only in 0.275 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 < 0.001 0.0005 0.0011 3/14/2023 Bordered cells. 0.281 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 < 0.001 0.0005 0.0012 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and ' enter detection _ level in Influent or Effluent ,- mg/I columns. Spreadsheet I • ► - - - will auto- matically calculate averages and removal rates using 1/2 value entered. Column Averages=> 0.30525 0.0005 0.0013 0.0005 0.0013 0.0015 0.0040 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 2 of 7 pages 8/28/2023, 9 22 AM Revision:August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON 'Sample Location: FLOW COPPER CYANIDE LEAD HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 0.065 0.065 0.1594 0.006 0.006 0.0147 Instructions: 9/7/2022 1) Data 0.371 0.022 0.022 0.0681 0.002 0.002 0.0062 12/13/2022 enteredHeavy only in 0.275 0.02 0.02 0.0459 0.001 0.001 0.0023 3/14/2023 Bordered cells. 0.281 0.026 0.026 0.0609 0.001 0.001 0.0023 R111, worksheet is protected, - I gr password is 2) For below detection data, i - enter"<"in"<" column,and enter detection A level in Influent - or Effluent mg/I columns. Spreadsheet - will auto- matically I • calculate - averages and removal rates using 1/2 value entered. - - inor Aimmmemmem Column Averages=> 0.30525 0.0333 0.0836 0.0025 0.006-1 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 3 of 7 pages 8/28/2023, 9:22 AM Revision:August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON 'Sample Location: FLOW MOLYBDENUM HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date L I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.00002 0.00001 0.00002 0.002 0.002 0.0049 0.004 Instructions: 9/7/2022 1) Data 0.371 < 0.00002 0.00001 0.00003 < 0.001 0.0005 0.0015 0.002 0.002 0.0062 I2/13/2022 entered only in 0.275 < 0.00002 0.00001 0.00002 < 0.001 0.0005 0.0011 0.002 0.002 0.0046 Heavy 3/14/2023 Bordered cells. 0.281 < 0.00002 0.00001 0.00002 < 0.001 0.0005 0.0012 0.002 0.002 0.0047 Rest of worksheet is protected, — password is 2". 2) For below detection data, enter"<"in"<" column,and " enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate _ averages and removal rates using 1/2 --- value entered. . moswilmr Column Averages=> 0.30525 0.00001 0.00003 0.0009 0.0022 0.0020 0.0052 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 4 of 7 pages 8/28/2023, 9:22 AM Revision:August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON Sample Location: FLOW SELENIUM HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date t I MGD < mg/L Calculation lbs/day < mg/I, Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 < 0.001 0.0005 0.0012 0.275 0.275 0.6743 Instructions: 9/7/2022 1) Data 0.371 < 0.001 0.0005 0.0015 0.052 0.052 0.1609 12/13/2022 enteredaly only in 0.275 < 0.001 0.0005 0.0011 0.07 0.07 0.1605 He 3/14/2023 Bordered cells. 0.281 < 0.001 0.0005 0.0012 0.12 0.12 0.2812 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate • averages and removal rates - _ using 1/2 value entered. Column Averages=> 0.30525 0.0005 0.0013 0.1293 0.3192 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 5 of 7 pages 8/28/2023, 9:22 AM Revision:August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON 'Sample Location: FLOW FLUORIDE ('hlorides Total Phosphorus HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date MOD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 0.2 0.2 0.4904 32 32 78.4627 7.27 2.74 6.7184 Instructions: 9/7/2022 1) Data 0.371 < 0.1 0.05 0.1547 30 30 92.8242 2.76 3.93 12.1600 12/13/2022 enteredHeavy only in 0.275 < 0.1 0.05 0.1147 21 21 48.1635 2.74 3/14/2023 Bordered cells. 0.281 1.6 1.6 3.7497 18 18 42.1837 3.93 Rest of worksheet is protected, , password is 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates using 1/2 value entered. AlIlk I. Column Averages=> 0.30525 0.4750 1.1274 25.2500 65.4085 3.3350 9.4392 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 6 of 7 pages 8/28/2023, 9:22 AM Revision:August 1999 HOWARD STREET UNCONTROLLABLE TOWN OF TRYON 'Sample Location: FLOW Sodium HOWARD STREET Used in Calculated Used in Calculated Used in Calculated Sample Date 1 MGD < mg,/L Calculation lbs/day < mg/1, Calculation lbs/day < mg/L Calculation lbs/day 6/7/2022 Spreadsheet 0.294 28.8 28.8 70.6164 Instructions: 9/7/2022 1) Data 0.371 2/13/2022 enteredHeavy only in 0.275 3/14/2023 Bordered cells. 0.281 Rest of worksheet is protected, password is 2) For below detection data, enter"<"in"<" column,and enter detection level in Influent or Effluent mg/I columns. Spreadsheet will auto- matically calculate averages and removal rates - - using 1/2 value entered. -- -Column Averages=> 0.30525 28.8000 70.6164 Data Summary Spreadsheet Sept 2023 New HOWARD ST Page 7 of 7 pages 8/28/2023, 9:22 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon i• 0.0.0022 I FLOW BOD AMMONIA Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 1/8/2019 Spreadsheet 0.023 200 200 38.36 83 83 15.92 Instructions: 3/5/2019 1) Data 0.023 4/2/2019 enteredHeavy only in 0.014 580 580 67.72 86 86 10.04 4/30/2019 Bordered cells. 0.015 220 220 27.52 Rest of 7/2/2019 worksheet is 0.0082 51 51 3.49 28 28 1.91 protected, 10/8/2019 password is 0.016 120 120 16.01 51 51 6.81 1/7/2020 "2.,' 0.0091 100 100 7.59 26 26 1.97 3/10/2020 2) For below 0.0057 detection data, 4/7/2020 enter in"<" 0.011 320 320 29.36 160 160 14.68 5/12/2020 column,and 0.011 120 120 11.01 enter detection 7/14/2020 or level inEffluent Influent 0.009 130 130 9.76 83 83 6.23 10/6/2020 mg/1 columns. 0.011 140 140 12.84 30 30 2.75 Spreadsheet 1/5/2021 will auto- 0.006 200 200 10.01 100 100 5.00 3/9/2021 cmaicu aite 0.012 1/25/2022 averages and 0.0046 260 260 9.97 48 48 1.84 removal rates mmsimmi 2/22/2022 using 1/2 0.032 3/15/2022 value entered. 0.013 4/12/2022 0.009 150 150 11.26 82 82 6.15 7/12/2022 0.0081 210 210 14.19 72 72 4.86 7/17/2022 0.0022 7/29/2022 0.0095 9/7/2022 0.014 > 410 99 9.7 10/12/2022 0.008 67 67 4.47 56 56 3.74 11/30/2022 0.126 1/12/2023 0.057 200 200 95.08 4.6 4.6 2.19 3/15/2023 I ,. 4/13/2023 12 12 0.00 93 93 0.00 Column Averages=> 0.01830 181.18 21.68 66.84 I 5.61 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 1 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon 10.0.0022 FLOW CADMIUM C IROMIUM Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated Sample Date l MGD < mg/L Calculation lbs/day < mg/L Calculation Ibsnlay < mg/L Calculation lbs/day 1/8/2019 Spreadsheet 0.023 - Instructions: -.. 3/5/2019 1) Data 0.023 < 0.01 < 0.001 < 0.025 0.0125 0.0024 4/2/2019 enteredHeavy only in 0.014 4/30/2019 Rot Bordered cells. 0.015 - 7/2/2019 worksheet is 0.0082 10/8/2019 - passwordprotected,is 0.016 1/7/2020 „2"_ 0.0091 3/10/2020 2> For below 0.0057 < 0.01 < 0.001 < 0.005 0.0025 0.0001 detection data, 4/7/2020 enter"<"in"<" 0.011 5/12/2020 m , 0.011 , encoluter detnandtiecon 7/14/2020 or levelEffl inuuent Influent 0.009 - --. 10/6/2020 mg/I columns. 0.011 Spreadsheet - ' 1/5/2021 will auto- 0.006 3/9/2021 maticalrycalculate 0.012 < 0.01 0.005 0.0005 < 0.001 0.0005 0.0001 < 0.005 0.0025 0.0003 1/25/2022 averages and 0.0046 removal rates 2/22/2022 using 1/2 0.032 value entered. 3/15/2022 0.013 < 0.001 0.0005 (1.0001 < 0.001 0.0005 0.0001 0.002 0.002 0.0002 4/12/2022 0.009 7/12/2022 0.0081 7/17/2022 0.0022 7/29/2022 0.0095 _ 9/7/2022 0.014 0.001 < 0.001 0.005 10/12/2022 0.008 11/30/2022 0.126 l 1/12/2023 0.057 3/15/2023 < 0.001 0.0005 0.0000 < 0.001 0.0005 0.0000 0.001 0.001 0.0000 4/13/2023 Column Averages=> 0.01830 0.0020 0.0002 0.0005 0.0000 0.0041 0.0006 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 2 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon 0.0.0022 FLOW •'• CYANIDE LEAD Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated I Sample Date 1 MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 1/8/2010 Spreadsheet 0.023 0.204 Instructions: issmoss 3/5/2019 1) Data 0.023 < 0.005 0.0025 0.0005 < 0.005 4/2/2019 eHeanteredvy ony in ' Illimim0.014 0.181 4/30/2019 Bordered cells. 0.015 Rest of 7/2/2019 worksheet is 0.0082 0.02 10/8/2019 protected, - password is 0.016 0.016 1/7/2020 2 0.0091 < 0.002 3/10/2020 2) For below 0.0057 < 0.005 detection data, imimmi 4/7/2020 enter"<"in"<^ 0.011 0.141 5/12/2020 column,and �� 1 IL enter detection 7/14/2020 level in Influent """" 0.009 0.305 0.305 0.0229 or Effluent 10/6/2020 mgn columns. 0.011 0.045 0.045 0.0041 Spreadsheet sismia 1/5/2021 will auto- 0.006 0.045 0.045 0.0023 3/9/2021 cmaiculalte 0.0120.009 0.009 0.0009 < 0.005 0.0025 0.0003 1/25/2022 averages and 0.0046 0.38 0.38 0.0146 removal rates 2/22/2022 using 1/2 0.032 0.114 0.114 0.0304 3/15/2022 value entered. 0.013 < 0.005 0.0025 0.0003 < 0.001 0.0005 0.0001 4/12/2022 0.009 0.081 0.081 0.0061 11 7/12/2022, 0.0081 0.455 0.455 0.0307 7/17/2022 0.0022 0.372 0.372 0.0068 7/29/2022 0.0095 0.001 0.001 0.0001 9/7/2022 0.014 0.304 0.304 0.0355 0.003 10/12/2022 0.008 0.054 0.054 0.0036 11/30/2022 0.126 1/12/2023 0.057 0.139 0.139 0.0661 3/15/2023 0.28 0.28 0.0000 < 0.005 0.0025 0.0000 4/13/2023 0.28 0.28 0.0000 Column Averages=> 0.01830 0.2039 0.0159 0.0041 0.0004 0.0015 0.0002 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 3 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon 10.0.0022 FLOW MOLYBDENUM NICKEL Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated Sample Date I MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 1/8/2019 Spreadsheet 0.023 < 0.0002 0.0001 0.00002 Instructions: 3/5/2019 1) Data 0.023 < 0.05 4/2/2019 enteredHeavy only in 0.014 < 0.0002 4/30/2019 Bordered cells. 0.015 Rest of 7/2/2019 worksheet is 0.0082 < 0.0002 protected, 10/8/2019 password is 0.016 < 0.0002 1/7/2020 ,.2... 0.0091 < 0.0002 3/10/2020 2) For below 0.0057 < 0.01 detection data, 4/7/2020 enter"<"in"<" 0.01 I < 0.0004 e 5/12/2020 colutmn,andtion 0.011 ner detec 7/14/2020 olevel iin Influent 0.009 0.00032 0.00032 0.00002 10/6/2020 mg/I columns. 0.011 0.0002 0.0002 0.00002 Spreadsheet 1/5/2021 will auto- 0.006 0.0002 0.0002 0.00001 3/9/2021 calculate maticauy 0.012 t < 0.01 0.005 0.0005 1/25/2022 averages and 0.0046 0.0002 0.0002 0.00001 removal rates 2/22/2022 using 1/2 0.032 3/15/2022 value entered. 0.013 0.001 0.001 0.0001 4/12/2022 0.009 < 0.002 0.001 0.00008 7/12/2022 0.0081 < 0.0002 0.0001 0.00001 7/17/2022 0.0022 7/29/2022 0.0095 9/7/2022 0.014 < 0.00002 0.001 0.004 10/12/2022 0.008 11/30/2022 0.126 1/12/2023 0.057 < 0.0002 0.0001 0.00005 3/15/2023 0.002 0.002 0.0000 4/13/2023 0.006 0.006 0.00000 Column Averages=> 0.01830 0.00091 0.00002 0.0027 0.0002 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 4 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon 10.0.0022 FLOW Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated Sample Date l l MGD < mg/L Calculation lbs/day < mg/L Calculation lbs/day < mg/L Calculation lbs/day 1/8/2019 Spreadsheet 0.023 0.073 Instructions: 3/5/2019 1) Data 0.023 < 0.005 0.0025 0.0005 4/2/2019 eHeanteredvy only in 0.0141 ►- 0.044 4/30/2019 Bordered cells. 0.015 Rest of 7/2/2019 worksheet is 0.0082 0.027 protected, 10/8/2019 password is 0.016 0.034 1/7/2020 "2". 0.0091 0.01 3/10/2020 2) For below 0.0057 < 0.005 detection data, , 4/7/2020 enter"<"in"<" 0.011 0.121 5/12/2020 colutmn,and ti 0.011 ener detecon 7/14/2020 level inu Influent 0.009 0.11 0.11 0.0083 r or Effluent 10/6/2020 mg/I columns. 0.011 Spreadsheet 1/5/2021 will auto- 0.006 0.138 0.138 0.0069 4. macalculatetically 3/9/2021 0.012 < 0.005 0.0025 0.0003 1/25/2022 averages and 0.0046 0.077 0.077 0.0030 removal rates 2/22/2022 using 1/2 0.032 3/15/2022 value entered. 0.013 < 0.001 0.0005 0.0001 4/12/2022 0.009 0.098 0.098 0.0074 7/12/2022 0.0081 0.082 0.082 0.0055 7/17/2022 0.0022 _ 7/29/2022 0.0095 9/7/2022 0.014 < 0.001 1.17 10/12/2022 0.008 0.058 0.058 0.0039 11/30/2022 0.126 1/12/2023 0.057 0.082 0.082 0.0390 3/15/2023 < 0.001 0.0005 0.0000 4/13/2023 _ 0.093 0.093 0.0000 Column Averages=> 0.01830 0.0015 0.0002 0.0923 0.0092 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 5 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon 0.0.0022 FLOW FLUORIDE Chlorides Ts I Phosphorus Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated Sample Date j MGD < mg/L Calculation lbs/dav < mg/L Calculation lbs/day < mg/L Calculation Ihs/dav 1/8/2019 Spreadsheet 0.023 Instructions:3/5/2019 1) Data 0.023 180 180 34.5276 4/2/2019 enteredHeavy only in 0.014 4/30/2019 Bordered cells. 0.015 Rest of 7/2/2019 worksheet is 0.0082 0.24 0.24 0.0164 1 protected, 0/8/2019 password is 0.016 1/7/2020 "2. 0.0091 , 3/10/2020 2) For below 0.0057 330 330 15.6875 8.6 8.6 0.4088 detection data, 4/7/2020 enter"<"in"<" 0.011 5/12/2020 co tlumner detection,and 0.011 ` • en level inu t , 7/14/2020 or EffluentInfluent 0.009 10/6/2020 mg/I columns. 0.011 1 Spreadsheet 1/5/2021 will auto- 0.006 3/9/2021 calculate maticauy 0.012 450 450 45.0360 12 12 1.2010 , 1/25/2022 averages and 0.0046 removal rates , , 2/22/2022 using 1/2 0.032 3/15/2022 value entered. 0.013 t 100 100 10.8420 2.87 2.87 0.3112 4/12/2022 0.009 7/12/2022 0.0081 7/17/2022 0.0022 7/29/2022 0.0095 9/7/2022 0.014 0.4 380 _ 5.93 10/12/2022 0.008 11/30/2022 0.126 1/12/2023 0.057 3/15/2023 180 180 0.0000 1.21 1.21 0.0000 4/13/2023 Column Averages=> 0.01830 0.2400 0.0164 248.0000 21.2186 6.1700 0.4802 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 6 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Tryon Finishing Corporation Town of Tryon 10.0.0022 FLOW Sodium SULFATE Tryon Finishing Corporation Used in Calculated Used in Calculated Used in Calculated Sample Date I MGD < mg/1, Calculation lbs/day < mg/1, Calculation lbs/day < mg/1, Calculation lbs/day 1/8/2019 Spreadsheet 0.023 Instructions: - 3/5/2019 1) Data 0.023 < 25 4/2/2019 entered only in 0.014 _ Heavy . r 1 _ 4/30/2019 Bordered cells. 0.015 ._ Rest of 7/2/2019 worksheet is 0.0082 protected. 10/8/2019 password is 0.016 1/7/2020 "2' 0.0091 3/10/2020 2) Forbelow 0.0057 < 62 i _ detection data, 4/7/2020 enter in"<" 0.011 5/12/2020 column,de ter and tection 0.011 en 7/14/2020 or levelEffl inuuent Influent 0.009 , 10/6/2020 mg/l columns. 0.011 Spreadsheet - - 1 1/5/2021 will auto- 0.006 3/9/2021 calcula maticau tey 0.012 < 62 31 3.1025 1/25/2022 averages and 0.0046 removal rates • 2/22/2022 using 1/2 0.032 3/15/2022 value entered. 0.013 < 25 12.5 1.3553 4/12/2022 0.009 7/12/2022 0.0081 7/17/2022 0.0022 7/29/2022 0.0095 9/7/20221 0.014 10/12/2022 0.008 11/30/2022 0.126 1/12/2023 0.057 3/15/2023 < 25 12.5 0.0000 4/13/2023 Column Averages=> 0.01830 18.6667 1.4859 Data Summary Spreadsheet Sept 2023(new) Tryon Finishing Corporation Page 7 of 7 pages 8/28/2023, 9:16 AM Revision:August 1999 Name: HWAATDesign (February 2008); Worksheet Name: HASL Page 1 of 1 Printed 9/6/2023,8:51 AM Headworks Addendum for Sludge Loadings(HASL)worksheet POTW Name=> Town of Tryon Spreadsheet Instructions: POTW NPDES#=> NC0021601 MAHL_sv= (Q_potw*C_inf*8.34)/(%_adj)lbs/day POTW Sludge Permit#=> WQ0004341 1) Data entered only in Heavy Bordered cells. Rest of worksheet is Date=> 5/30/2018 protected,password is"2". Q_potw=Average POTW flow(mgd) ' POTW Average Flow=> 0.27 mgd C jnf=Average influent concentration(mgd) Avg.sludge flow to Disposal=> 0.000934 mgd 2)This spreadsheet changes based on the class of sludge generated %_adj=Per percentage of Sludge Limit as decimal Average%Solids to Disposal=> 2.32 % inputted in cell C13 of the HWA spreadsheet. The title and the limits in (example:enter 117%as 1.17) Sludge Site Area permitted=> 14.08 acres column G of this spreadsheet are updated automatically. 8.34= Conversion Factor 3)Formulas in Comprehensive Guidance HWA Chapter,Section K. Enter actual ~ Calculate MAHL_sv CUMULATIVE Flag if> based on%of LOADING data Enter actual 80%of Monthly Average from most recent Flag if MAXIMUM SLUDGE %of Applicable Concentration Limits CUMULATIVE Sludge Report for %of Greater Sludge Ceiling CONC.from most Applicable Ceiling Flag if> Enter Average to Protect Sludge SLUDGE the most heavily Cumulative than Concentrations recent Sludge Report Ceiling Conc. Conc. 100%of POTW Influent Quality(insert these POLLUTANT LOADING LIMITS loaded field' Limit 80% Limits or LIMP Data Limit Limit the Limit Conc. values into HWA) lbs/acre lbs/acre mg/dry kg mg/dry kg % Flag Flag mg/I lbs/day Arsenic 36 0.002 0.01 % 75 0.002 0.0 % 0.0050 428.4675 Cadmium 34 0.015 0.04 % 85 0.015 0.0 % 0.001 0.0486 Chromium Copper 1338 3.222 0.24 % 4300 3.222 0.1 % 0.023 71.0584 Lead 267 0.164 0.06 % 840 0.164 0.0 % 0.003 29.2612 Mercury 15 0.002 0.01 % 57 0.002 0.0 % 0.0001 6.5127 Molybdenum 75 0.002 0.0 % 0.005 428.4675 Nickel 374 0.053 0.01 % 420 0.053 0.0 % 0.005 90.5441 Selenium 89 0.002 0.00 % 100 0.002 0.0 % 0.001 57.1290 Zinc 2498 2.178 0.09 % 7500 2.178 0.0 % 0.050 393.4504 If over ceiling conc. IF Greater than 80%Flag POTW MUST SUBMIT If Greater than 80%of the concentration limit POTW POTW must reduce LAND APP 8 METALS MANAGEMENT PLAN n/a MUST SUBMIT METALS MANAGEMENT PLAN n/a MAHL n/a 1 The most heavily loaded field is determined for each polluntant indivisually,and is the field that contains the highest amount(lbs/acre)of that polluntant. Workbook Name : Allocation Table 2015, Worksheet Name: AT Printed:9/7/2023, 10:01 AM Page 1 of 4 Allocation Table Spreadsheet Instructions: Headworks last approved: 08/15/18 1)Applicable Values should be entered in the Heavy Bordered cells. Rest of worksheet is protected,password is Allocation Table updated: 07/29/18 2)Formulas are discussed in the Comprehensive Guidance,Chapter 6,Section C. Permits last modified: 01/01/18 3)HWA and AT worksheets in this workbook are linked. Pollutant Names,MAHLs,Basis,and Uncontrollable load in this AT worksheet are automatically entered from the HWA spreadsheet. This includes pollutant names in columns AT through BK. Pores=>Tryon WWTP NPDEsi�> NC0021601 FLOW BOD TSS Industry Type Renewal Modification Date Permit Limits Permit Limits Permit Limits IUP INDUSTRY NAMES Permit Pipe of Effective Effective Permit Conc. Load Conc. Load Count (please listalpbabeticly) number number Industry Date Date Expires MGD gal/day m lbs/da m lbs/da 1 Tryon Finishing Corporation 0001 0001 Textile 01/01/22 01/01/18 12/31/27 0.1750 175,000 300.00 437.85 160.00 233.52 2 3 4 5 6 7 8 9 10 Column Totals=> 0.1750 175,000 438 l 2341 Basis=> NPDES Design Design MAHL from HWA(lbs/day)_> NPDES Permitted Flow=>_ 1.5000 2189' 2502 Uncontrollable Loading(lbs/day)_> 0.1900 208 297 Total Allowable for Industry(MAIL)(lbs/day)=> 1.3100 1981 2205 Total Permitted to Industry(lbs/day)_> 0.1750 438 234 MAIL left(Ibs/day)_> 1.1350 1543 1971 Percent Allow.Ind.(MAIL)still available(%)_> 86.6% 77.9% 89.4% Percent MAHL still available(%)=> 75.7% 70.5% 78.8% 5 Percent MAHL(lbs/day)_> 0.0750 109 125 HWA.AT Revised:November 2005 Workbook Name : Allocation Table 2015, Worksheet Name: AT Printed: 9/7/2023, 10:01 AM Page 2 of 4 ti Allocation Table Headworks last approved: 08/15/18 Allocation Table updated: 07/29/18 Permits last modified: 01/01/18 POTw=>Tryon WWTP NPDESik> NC0021601 Ammonia Arsenic Cadmium Chromium Copper Cyanide Industry Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Count I (please listalphxbeuc)y) number number mg/1 lbs/day mg/I lbs/day mg/I lbs/day mg/I lbs/day mg/1 lbs/day mg/I lbs/day 1 Tryon Finishing Corporation 0001 0001 0.2400 0.3503 2 3 4 . ._- 7 8 - 9 ~� --. 10 Column Totals=> 0 0.00001 0.00001 0.00001 0.35031 0.0000 AS/Nit/TF AS/Nit/TF AS/Nit/TF AS/Nit/TF AS/Nit/TF Basis=> #VALUEI inhibition inhibition inhibition inhibition inhibition MAHL from HWA(lbs/day)=> 250.00 0.0343 0.0261' 2.6350 1.2291 0.2635 Uncontrollable Loading(lbs/day)=> 21.78 0.0026 0.0003 0.0050 0.0078 Total Allowable for Industry(MAIL)(lbs/day)_> 228.22 0.0317 0.0258 2.6300 1.2213 ####### Total Permitted to Industry(lbs/day)=> 0.00 0.0000 0.0000 0.0000 0.3503 0.0000 MAIL left(lbs/day)_> 228.22 0.0317 0.0258 2.6300 0.8710 ####### Percent Allow.Ind.(MAIL)still available(%)=> 100.0% 100.0% 100.0% 100.0% 71.3% ####### Percent MAHL still available(%)=> 91.3% 92.4% 98.9% 99.8% 70.9% ####### 5 Percent MAHL(lbs/day)_> 12.50 0.0017 0.0013 0.1318 0.0615 0.0132 HWA.AT Revised:November 2005 Workbook Name : Allocation Table 2015, Worksheet Name: AT Printed:9/7/2023, 10:01 AM Page 3 of 4 1 Allocation Table Headworks last approved: 08/15/18 Allocation Table updated: 07/29/18 Permits last modified: 01/01/18 POTW=> Tryon WWTP NPDESra> NC0021601 Lead Mercury Molybdenum Nickel Selenium Silver Industry Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Count (please Iist aiphabeticiy) number number mg/I lbs/day mg/I lbs/day mg/1 lbs/day mg/I lbs/day mg/1 lbs/day mg/1 lbs/day 1 Tryon Finishing Corporation 0001 0001 2 3 4 5 6 7 8 10 r Column Totals=> 0.00001 0.000000 I 0.0000 0.00001 0.0000 0.0000 AS/Nit/TF AS/Nit/TF AS/Nit/TF AS/Nit/TF Basis=> inhibition inhibition inhibition inhibition MAHL from HWA(lbs/day)=> 0.2834 0.006350 0.0468 0.2058 0.0412 0.6589 Uncontrollable Loading(lbs/day)_> 0.0052 0.000120 0.0024 0.0031 0.0043 Total Allowable for Industry(MAIL)(lbs/day)=> 0.2782 0.006230 0.0444 0.2027 0.0369 #4##### Total Permitted to Industry(lbs/day)=> 0.0000 0.000000 0.0000 0.0000 0.0000 0.0000 MAIL left(lbs/day)=> 0.2782 0.006230 0.0444 0.2027 0.0369 ####### Percent Allow.Ind.(MAIL)still available(%)=> 100.0% 100.0% 100.0% 100.0% 100.0% ####### Percent MAHL still available(%)=> 98.2% 98.1 % 94.9% 98.5% 89.6% ####### 5 Percent MAHL(lbs/day)=> 0.01421 0.000318 0.0023 0.0103 0.0021 0.0329 HWA.AT Revised:November 2005 Workbook Name : Allocation Table 2015, Worksheet Name: AT Printed: 9/7/2023, 10:01 AM Page 4 of 4 Allocation Table Headworks last approved: 08/15/18 Allocation Table updated: 07/29/18 Permits last modified: 01/01/18 POTw=> Tryon WWTP NPDESi > NC0021601 Zinc Total Nitrogen Total Phos. Industry Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits Permit Limits IUP INDUSTRY NAMES Permit Pipe Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Conc. Load Count (please list alplabenc)y) number number mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day mg/1 lbs/day 1 Tryon Finishing Corporation 0001 0001 0.2000 0.2919 2 3 �� ► 4 5 6 8 9 10 Column Totals=> 0.29191 0.001 0.00 AS/Nit/TF Basis=> inhibition Design Design MAHL from HWA(lbs/day)_> i 2.6354 187.6500 100.08 Uncontrollable Loading(lbs/day)=> 0.1566 28.5000 3.83 Total Allowable for Industry(MAIL)(lbs/day)_> 2.4788 159.15 96.25 Total Permitted to Industry(lbs/day)=> 0.2919 0.00 0.00 MAIL left(lbs/day)_> 2.1869 159.15 96.25 Percent Allow.Ind.(MAIL)still available(%)=> 88.2% 100.0% 100.0 Percent MAHL still available(%)_> 83.0% 84.8% 96.2% 5 Percent MAHL(lbs/day)=> 0.1318 9.38 5.0040 HWA.AT Revised:November 2005 Page 1 of 5 Workbook Name: HWAATDesign (February 2008); Worksheet Name: HWA Printed 9/6/2023,9:01 AM I A I B I C I D I E l F I G I H I I l J I K 1 Headworks Analysis Spreadsheet Spreadsheet Instructions: 2 POTW Name: Town of Tryon 1) Applicable Values should be entered in the Heavy Bordered Blue cells. The rest of worksheet is 3 Date: 8/21/2023 protected,password is"2". 4 POTW NPDES#_> NC0021601 2) Additional pollutants can be added in cells A34 to A42. Note all Pollutant names are linked from 5 POTW Sludge Permit#=> WQ0004341 here to other pages in HWA worksheet and also to AT worksheet(i.e.,automatically entered into -e-- other pages in HWA worksheet and also AT worksheet from HWA worksheet). 7 POTW NPDES Permitted Flow(MGD)= I.5 <=used in AT only 3) Formulas are discussed in the Comprehensive Guidance HWA Chapter. 8 POTW Average Flow(MGD) 0.35 <tised n HWA calculations HWA,AT and HASL worksheets are linked. MAHLs,Basis,and Uncontrollable load are automatically entered into AT from this worksheet. 9 Uncontrollable Flow(MGD)= 0.182 5)If red tab notes are not visible,they can be turned on in the"Tools"menu under"options",in the 10 7Q10 Stream Flow(MGD)= 2.584 "view"tab click the"comment indicator only"button. 11 Stream Classification= C Tr 13 Class of Sludge generated(A,or B) B 14 Sludge to Digestor Flow(MGD)= 0.000685 .w,., B 8 Through talc.for different POTW use Design 15 Sludge to Disposal Flow(MGD)= 0.001 flows Criteria 16 %Solids to Disposal= 2.32 Design Values •Average Flow Permitted Flow Loading 17 Sludge Site Area(acres)= 14.08 WWTF Influent HOD(mg/1) 175 0.3 1.5 X 18 Sludge Site Life(yrs)= 146 WWTF Influent TSS(mg/I) 200 0.3 1.5 X 19 Age of Sludge Site(yrs)= 24 WWTF Influent NH3(mg/I) 20 WWTF Influent Total N(mg/1) 21 Pass-Through Loading Calculations WWTF Influent Total P(mg/1) Stream Standard Pass-Thru NPDES LIMIT Plant Removal Removal rate NPDES Loading Standard Stream Loading Design Criteria Loading Minimum Pass- 23 Pollutant (mg/I) Rate(Vol Source (lbs/day) (mg/I) Standard Source (lbs/day) Loading(lbs/day) (lbs/day) Thru Basis 24 BOD 30 85 Design 584 2189.25 2,189 Design 25 TSS 30 85 Design 584 2,502 2,502 Design 26 Ammonia 2.3 85 Default 45 45 NPDES 27 Arsenic 45 Default 0.015,WQS 1 0.6674 0.6674 Stream Std 28 Cadmium 67 Default 0.0005964 WQS 0.0442 0.0442 Stream Std 29 Chromium 82 Default 0.05 WQS 6.7971 6.7971 Stream Std 30 Copper _ 52 Site RR 0.0079795 WQS 0.4068 0.4068 Stream Std 31 Cyanide 69 Default 0.005 WQS 0.3947 0.3947 Stream Std 32 Lead 61 Default 1 0.00299,WQS , 0.1876 0.1876 Stream Std 33 Mercury 60 1 Default 0.000012 WQS 0.00073 0.00073 Stream Std_ 34 Molybdenum 33 Default 0.06 WQS 2.1913 2.1913 Stream Std 35 Nickel 42 Default 0.0376939 WQS 1.5903 1.5903 Stream Std 36 Selenium 50 Default 0.005 WQS 0.2447 0.2447 Stream Std 37 Silver 75 Default 0.0006 WQS 0.0587 0.0587 Stream Std 38 Zinc 39 Site RR 0.1272695 WQS 5.1053 5.1053 Stream Std 39 Total Nitrogen 0 _Default 40 Total Phos. _ 53 Default 0.5 BPJ 26.0314 26.031 Stream Std 41 c _ _ 42 d 43 e a 44 f 45 g 46 h 47 1 r Modeled after:Chapter 5-HWA Guidance,Appendix 5-A Revision Date: February 2008 Page 2 of 5 Workbook Name: HWAATDesign (February 2008); Worksheet Name: HWA Printed 9/6/2023,9:01 AM --...-1 A I B I C I D I E I F I G I H I 1 I J I K 49 Average Influent NH3(mg/1) 50 Average Anaerobic Digester NH3(mg/1) 51 Inhibition loading Calculations only enter when have ANAEROBIC digester A.S./Nit,/T.F. A.S./Nit/IX. A.S./Nit,/T.F. Digestor Minimum Primary Primary Inhibition Inhibition Inhibition Inhibition Digestor Inhibition Minimum Removal Rate Removal Rate Concentration Concentration Loading Concentration Inhibition Digestor Inhibition Loading Inhibition 52 Pollutant (%) Source (mg/I) Source (lbs/day) (mg/I) Cone.Source Loading(lbs/day) (lbs/day) Loading Source 53 BOD 54 TSS il 55 Ammonia 480 1401.1200 1500, 1401.12 AS/Nit/TF inhit 56 Arsenic O.I 0.2919 0.2919 AS/Nit/TF inhit 57 Cadmitun I 2.9190 2.9190 AS/Nit/TF inhit 58 Chromium ' I 2.9190 2.9190 AS/Nit/TF inhit 59 Copper I 2.9190P 2.9190 AS/Nit/TF inhit 60 Cyanide 0.1 0.2919 0.2919 AS/Nit/TF inhit 61 Lead I 2.9190 2.9190 AS/Nit/TF inhit 62 Mercury _ 0.1 0.2919 0.2919 AS/Nit/TF inhit 63 Molybdenum - 64 Nickel I 2.9190 2.9190 AS/Nit/IF inhit 65 Selenium _ 66 Silver 0.25 0.7298 0.7298 AS/Nit/TF inhit 67 Zinc I 2.9190 2.9190 AS/Nit/TF inhit 68 Total Nitrogen 69 Total Phos. 70 c 71 d 72 c 73 f 74 g 75 h 76 I Modeled after:Chapter 5-HWA Guidance,Appendix 5-A Revision Date: February 2008 Workbook Name: HWAATDesi n (February 2008 • Worksheet Name: HWA Page 3 of 5 g �� Printed 9/6/2023,9:01 AM I A I B I C I D I E I F I G I H I I 1 J I K 77 78 Sludge Loading Calculations Sludge Ceiling Class A Limits Class A Limits Class A Limits Minimum Sludge Ceiling Sludge Ceiling Load Cumulative Sludge Cumulative Monthly Monthly Avg. Mon.Avg.Load. - Sludge Minimum Concentration Load -HASL Calc.- Rate Limit Sludge Loading Average Rate Loading HASL Calc.- Loading Sludge Loading 79 Pollutant Limit(mg/kg) (lbs/day) (lbs/day) (Ibs/(acre"life)) (lbs/day) Limit(mg/kg) (lbs/day) (lbs/day) (lbs/day) Sorce 80 BOD 81 TSS 82 Ammonia 83 Arsenic 75 0.0322 a's 4n78 36 0.0211 41 428.4675 Sludge Ceiling 84 Cadmium 85 0.0245 o UdBn 34 0.0134 39 0.0486 Sludge Ceiling 85 Chromium 86 Copper 4300 1.6000 1338 0.6794 1500 0.6794 Sludge Ceiling 87 Cyanide 88 Lead 840 0.2664 9't,I? 267 0.1156 300 29.2612 Sludge Ceiling 89 Mercury 57 0.0184 15 0.0066 17 0.0066 Sludge Ceiling 90 Molybdenum 75 0.0440 !'_B 4675 428.4675 Sludge Ceiling 91 Nickel 420 0.1935 9u>I I I 374 0.2351 420 90.5441 Sludge Ceiling 92 Selenium 100 0.0387 57_I zQo 89 0.0470 100 57.1290 Sludge Ceiling 93 Silver 94 Zinc 7500 3.7209 %7 1,o I 2498 1.6913 2800 393.4504 Sludge Ceiling 95 Total Nitrogen 96 Total Phos. 97 c 98 d 99 e 100 f 101 g 102 h 103 I 104 Modeled after:Chapter 5-HWA Guidance,Appendix 5-A Revision Date: February 2008 Workbook Name: HWAATDesign (February 2008); Worksheet Name: HWA Page4of5 Printed 9!6/2023,9:01 AM I A I B I C I D I E I F I G I H I I I J I K 105 Maximum Allowable Headworks Loading Calculations Minimum Pass Minimum Minimum Minimum Minimum Allowable Through Loading Pass Through Inhibition Loading Inhibition Loading Sludge Loading Sludge Loading Headworks Maximum Allowable 106 (lbs/day) Source (lbs/day) Source (lbs/day) Sorce Loading(lbs/day) Headworks Loading Source 107 BOD 2189.3 Design 2189.3 Design 108 TSS 2502.0 Design 2502.0 Design 109 Ammonia 44.8 NPDES 1401.1200 AS/Nit/TF inhibiti 44.8 NPDES 110 Arsenic 0.6674 Stream Std 0.2919 AS/Nit/TF inhibiti 428.4675 Sludge Ceiling 0.2919 AS/Nit/TF inhibition 111 Cadmium 0.0442 Stream Std 2.9190 AS/Nit/TF inhibiti 0.0486 Sludge Ceiling 0.0442 Stream Std 112 Chromium 6.7971 Stream Std 2.9190 AS/Nit/TF inhibiti 2.9190 AS/Nit/TF inhibition 113 Copper 0.4068 Stream Std 2.9190 AS/Nit/TF inhibiti 0.6794 Sludge Ceiling 0.4068 Stream Std 114 Cyanide 0.3947 Stream Std 0.2919 AS/Nit/TF inhibiti 0.2919 AS/Nit/TF inhibition 115 Lead 0.1876 Stream Std 2.9190 AS/Nit/TF inhibiti 29.2612 Sludge Ceiling 0.1876 Stream Std 116 Mercury 0.00073 Stream Std 0.2919 AS/Nit/TF inhibiti 0.0066 Sludge Ceiling 0.00073 Stream Std 117 Molybdenum 2.1913 Stream Std 428.4675 Sludge Ceiling 2.1913 Stream Std 118 Nickel 1.5903 Stream Std 2.9190 AS/Nit/TF inhibiti 90.5441 Sludge Ceiling 1.5903 Stream Std 119 Selenium 0.2447 Stream Std 57.1290 Sludge Ceiling 0.2447 Stream Std 120 Silver 0.0587 Stream Std 0.7298 AS/Nit/TF inhibiti 0.0587 Stream Std 121 Zinc 5.1053 Stream Std 2.9190 AS/Nit/TF inhibiti 393.4504 Sludge Ceiling 2.9190 AS/Nit/TF inhibition 122 Total Nitrogen 123 Total Phos. 26.0 Stream Std 26.0314 Stream Std 124 c 125 d 126 e 127 f 128 g 129 h 130 I 131 Modeled after:Chapter 5-HWA Guidance,Appendix 5-A Revision Date: February 2008 Page 5 of 5 Workbook Name: HWAATDesign (February 2008); Worksheet Name: HWA Printed 9/6/2023,9:01 AM I A I B I C I D I E I F I G I H I I I J I K 132 133 Maximum Allowable Industrial Loadings Calculations Maximum Maximum Allowable Check to Use Uncontrollable Allowable Headworks Loading HASL Cates Concentration Uncontrollable Uncontrollable Industrial Design vs.Pass- 134 Pollutant (lbs/day) MARL Basis (x) (mg/I) Source Load(lbs/day) Load(lbs/day) Thru Warning 135 BOD 2189.2500 Design 145 220.0926 220.0926 1969.1574 136 TSS 2502.0000 Design 78 118.3946 2383.6054 137 Ammonia 44.7580 NPDES 16.5 25.0450 19.7130 138 Arsenic 0.2919 AS/Nit/TF inhibit;. X 0.005 0.0076 0.2843 139 Cadmium 0.0442 Stream Std X 0.0005 0.0008 0.0435 140 Chromium 2.9190 AS/Nit/TF inhibiti NA 0.0025 0.0038 2.9152 141 Copper 0.4068 Stream Std 0.0243 0.0369 0.3699 142 Cyanide 0.2919 AS/Nit/TF inhibiti N/A n 143 Lead 0.1876 Stream Std I X 0.0025 0.0038 0.1838 144 Mercury 0.00073 Stream Std 0.0001 0.00015 0.00058 145 Molybdenum 2.1913 Stream Std X 0.005_ 0.0076 2.1837 146 Nickel 1.5903 Stream Std X 0.005 0.0076 1.5827 147 Selenium 0.2447 Stream Std X 0.005 0.0076 0.2371 148 Silver 0.0587 Stream Std N/A 149 Zinc 2.9190 AS/Nit/TF inhibiti, X 0.081 0.1229 2.7961 150 Total Nitrogen 151 Total Phos. 26.0314 Stream Std 2.69 4.0831 21.9483 152 c 153 d 154 e 155 f 156 g 157 h 158 I Modeled after:Chapter 5-HWA Guidance,Appendix 5-A Revision Date: February 2008 r \ate t P.. j;, ' - A. 1 .j ROY COOPER 0 re7770r MICHAEL S.REGAN Water Resources LINDA CULPEPPER ENVIRONMENTAL QUALITY ii:terirn Director May 1,2018 ZACHARY OLLIS—TOWN MANAGER TOWN OF TRYON 301 NORTH TRADE STREET TRYON,NORTH CAROLINA 28782 Subject: Permit No. WQ0004341 Town of Tryon RLAP Land Application of Class B Residuals Polk County Dear Mr. 011is: In accordance with your permit renewal request received March 20, 2018, we are forwarding herewith Permit No. WQ000434I dated May 1,2018,to the Town of Tryon for the continued operation of the subject residuals management program. Please note that this renewed permit shall become effective on September 1,2018 (i.e.,the day after the expiration date of the existing permit). The modification to the subject permit is as follows: Removal of one field in Polk County totaling 7.50 acres,that field being NC-PO-04-01/02. This permit shall be effective from September 1,2018 until August 31,2023,shall void Permit No. WQ0004341 issued June 28,2013,as well as the Attachment B certified July 30,2014,and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A and C for they may differ from the previous permit issuance. Failure to establish an adequate system for collecting and maintaining the required operational information shall result in future compliance problems. Please note the following permit conditions have been removed since the last permit issuance dated June 28,2013: ➢ Old Conditions I.1., 1.2. and I.3. — The terms of these conditions regarding wells have been satisfied and no longer apply. > Old Conditions I.5., 1.6. and 1.7. — The terms of these conditions regarding operations have been satisfied. ➢ Old Condition I11.11.h.—The pH condition is covered by Old Condition II1.11.1.and Condition II1.11.k. and thus is redundant. > Old Condition I11.17. — The burned area of field NC-PO-01-01 has been removed from the permitted area. `'Nothing Compares State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non-Discharge Permitting 1617 Mail Service Center I Raleigh,North Carolina 27699-1617 919-807-6332 Mr.Zachary 011is May 1,2018 Page 2 of 2 Old Condition VI.8. -This condition is covered under Old Condition VI.6.and Condition VI.6. and thus is redundant. If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition,conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center,Raleigh,NC 27699-6714. Unless such demands are made,this permit shall be final and binding. If you need additional information concerning this permit,please contact Troy Doby at(919) 807- 6336 or troy.doby(incdenr.gov. Sincerely, Linda Culpepper,Interim Director Division of Water Resources cc: Polk County Health Department(Electronic Copy) Asheville Regional Office, Water Quality Regional Operations Section(Electronic Copy) Caroline J. Edwards, LSS—Earthwise Designs(cjedwardsa,gmail.com)(Electronic Copy) Beth Buffington—Protection and Enforcement Branch(Electronic Copy) Digital Permit Archive(Electronic Copy) Central Files J NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENTAL QUALITY RALEIGH LAND APPLICATION OF CLASS B RESIDUALS PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,and other applicable Laws, Rules,and Regulations PERMISSION IS HEREBY GRANTED TO Town of Tryon Polk County FOR THE continued operation of a residuals management program for the Town of Tryon and consisting of the land application of Class B residuals generated by the approved facility listed in Attachment A to the approved sites listed in Attachment B with no discharge of wastes to surface waters, pursuant to the application received March 20,2018,and in conformity with other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. The use and disposal of residuals are regulated under Title 40 Code of Federal Regulations Part 503. This permit does not exempt the Permittee from complying with the federal regulations. This permit shall be effective from September 1, 2018 until August 31, 2023, shall void Permit No. WQ0004341 issued June 28,2013,as well as the Attachment B certified July 30,2014,and shall be subject to the following specified conditions and limitations: SCHEDULES 1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division forms. Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted,will renew the permit for such period of time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A NCAC 02T.0105(d)requires an updated site map to be submitted with the permit renewal application. [l5A NCAC 02T.0108(b)(2), 02T.0105(d), 02T.0109] IL PERFORMANCE STANDARDS 1. The subject residuals management program shall be effectively maintained and operated at all times so there is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In the event the facilities fail to perform satisfactorily, including the creation of prolonged nuisance conditions due to improper operation and maintenance,the Permittee shall immediately cease land applying residuals, contact the Asheville Regional Office supervisor, and take any immediate corrective actions. [G.S. 143-215.1] WQ0004341 Version 4.0 Shell Version 171103 Page 1 of 12 2. This permit shall not relieve the Permittee of responsibility for damages to groundwater or surface water resulting from the operation of this residuals management program. [15A NCAC 02B .0200, 02L .0100] 3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108(Standards of Construction for Wells Other than Water Supply),and any other jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108] 4. Only residuals generated by the facility listed in Attachment A are approved for land application in accordance with this permit. [G.S. 143-215.1] 5. Only the sites listed in Attachment B are approved for residuals land application. [G.S. 143-215.1] 6. Pollutant concentrations in residuals applied to land application sites listed in Attachment B shall not exceed the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant Loading Rates(CPLRs): Parameter Ceiling Concentration CPLR (milligrams per kilogram) (pounds per acre) Arsenic 75 36 Cadmium 85 34 Copper 4,300 1,338 Lead 840 267 Mercury 57 15 Molybdenum 75 n/a Nickel 420 374 Selenium 100 89 Zinc 7,500 2,498 The Permittee shall determine compliance with the CPLRs using one of the following methods: a. By calculating the existing cumulative level of pollutants using actual analytical data from all historical land application events of residuals,or b. For land where residuals application has not occurred or for which the required data is incomplete, by determining background concentrations through representative soil sampling. [15A NCAC 02T.1105] 7. Residuals that are land applied shall meet Class B pathogen reduction requirements in 15A NCAC 02T .1 106(a)and(c). Exceptions to this requirement shall be specified in Attachment A. [15A NCAC 02T .1106] 8. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing wastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A) that are land applied shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T .1107(a). Exceptions to this requirement shall be specified in Attachment A. [15A NCAC 02T.1107] WQ0004341 Version 4.0 Shell Version 171103 Page 2 of 12 9. Setbacks for Class B land application sites shall be as follows: Setback by application type (feet) Setback Description Vehicular Irrigation Surface Surface Injection/ Application Application Incorporation Habitable residence or place of public assembly under separate ownership or not to be maintained as part of 400 400 200 the project site Habitable residence or places of public assembly owned by the Permittee,the owner of the land,or the lessee/operator of the land to be maintained as part of 0 200 0 the project site Property lines 50 150 50 Public right of way 50 50 50 Private or public water supply 100 100 100 Surface waters(streams—intermittent and perennial, perennial waterbodies,and wetlands) 100 100 50 Surface water diversions(ephemeral streams, waterways,ditches) 25 100 25 Groundwater lowering ditches(where the bottom of the ditch intersects the SHWT) 25 ]00 25 Subsurface groundwater lowering system 0 100 0 Wells with exception to monitoring wells 100 100 100 Bedrock outcrops 25 25 25 Top of slope of embankments or cuts of two feet or more in vertical height 15 15 15 Building foundations or basements 0 15 0 Water lines 0 10 0 Swimming pools 100 100 100 Nitrification fields 0 20 0 [15A NCAC 02T.1108] 10. Land application areas shall be clearly marked on each site prior to and during any residuals application event. [15A NCAC 02T.0108(b)(1)] WQ0004341 Version 4.0 Shell Version 171103 Page 3 of 12 11. Bulk residuals and other sources of Plant Available Nitrogen(PAN)shall not be applied in exceedance of agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen requirements based on the determined Realistic Yield Expectations (RYE) using any of the following methods: a. Division's pre-approved site specific historical data for specific crop or soil types by calculating the mean of the best three yields of the last five consecutive crop harvests for each field. b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina State University Department of Soil Science (http://nutrients.soil.ncsu.edu/yields/index.php). A copy shall be kept on file and reprinted every five years in accordance with Condition IV.6. c. If the RYE cannot be determined using methods(a)or(b)above, the Permittee may use the RYE and appropriate nutrient application rates reported in any of the following documents: i. Crop management plan as outlined by the local Cooperative Extension Office, the North Carolina Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, or other agronomist. ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance Document: Chapter 1 (http://www.ncagr.gov/SWC/tech/documents/9th Guidance Doc_100109.pdf). iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Management Standards(ftp://ftp-fc.sc.egov.usda.gov/NHO/practice-standards/standards/590.pdf). d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall contact the Division to determine necessary action. [15A NCAC 02T.1109(b)(1)(k)] 12. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by 25% in accordance with the USDA-NRCS 590 Nutrient Management Standards. [15A NCAC 02T .0108(b)(I)] 13. If land application sites are to be over-seeded or double-cropped (e.g., bermuda grass in the summer and rye grass in the winter with both crops to receive residuals), then the second crop can receive an application of PAN at a rate not to exceed 50 pounds per acre per year(Ibs/ac/yr). This practice may be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted for erosion control only and is to be tilled into the soil,then no additional PAN shall be applied. [15A NCAC 02T.0108(b)(1)] 14. Prior to land application of residuals containing a sodium adsorption ratio (SAR)of 10 or higher, the Permittee shall obtain and implement recommendations from at least one of the following: the local Cooperative Extension Office; the Department of Agriculture and Consumer Services; the Natural Resource Conservation Service; a North Carolina Licensed Soil Scientist; or an agronomist. The recommendations shall address the sodium application rate, soil amendments(e.g., gypsum, etc.),or a mechanism for maintaining site integrity and conditions conducive to crop growth. The Permittee shall maintain written records of these recommendations and details of their implementation. [15A NCAC 02T .0108(b)(1)] WQ0004341 Version 4.0 Shell Version 171103 Page 4 of 12 15. These residuals land application sites were individually permitted on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from the residual land application area,or 50 feet within the property boundary,whichever is closest to the residual land application area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C. Any approved relocation of the COMPLIANCE BOUNDARY will be noted in Attachment B. [15A NCAC 02L .0107(a)] 16. The review boundary shall be established midway between the compliance boundary and the residual land application area. Any exceedance of groundwater standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L .0108] III. OPERATION AND MAINTENANCE REQUIREMENTS 1. The residuals management program shall be properly maintained and operated at all times. The program shall be effectively maintained and operated as a non-discharge system to prevent any contravention of surface water or groundwater standards. [15A NCAC 02T.1110] 2. The Asheville Regional Office, telephone number (828) 296-4500, and the appropriate local government official(i.e.,county manager,city manager,or health director)shall be notified at least 48 hours prior to the initial residuals land application event to any new land application site. Notification to the regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. [15A NCAC 02T.0108(b)(1)] 3. The Asheville Regional Office shall be notified via email or telephone, (828) 296-4500, at least 24 hours prior to conducting any land application activity. Such notification shall indicate,at a minimum, the anticipated application times, field IDs, and location of land application activities. If it becomes necessary to apply to additional fields due to unforeseen events, the Regional Office shall be notified prior to commencing the application to those fields. [15A NCAC 02T.0108(b)(1)] 4. The Permittee shall maintain an approved Operation and Maintenance Plan(O&M Plan)Modifications to the O&M Plan shall be approved by the Division prior to utilization of the new plan.The O&M Plan, at the minimum, shall include: a. Operational functions; b. Maintenance schedules ; c. Safety measures; d. Spill response plan; e. Inspection plan including the following information: i. Names and/or titles of personnel responsible for conducting the inspections; ii. Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected location(s) and inspection frequency are representative of the residuals management program; iii. Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event that noncompliance is observed pursuant to the noncompliance notification requirements under the monitoring and reporting section of the permit; f. Sampling and monitoring plan including the following information: i. Names and/or titles of personnel responsible for conducting the sampling and monitoring; ii. Detailed description of monitoring procedures including parameters to be monitored; WQ0004341 Version 4.0 Shell Version 171103 Page 5 of 12 iii. Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected by cold temperatures). [15A NCAC 02T.1100] 5. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC) classification of the facility,the Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more certified operators as back-up ORCs in accordance with I 5A NCAC 08G .0201.The ORC or his back-up shall visit the facilities in accordance with 15A NCAC 08G.0204, or as specified in the most recently approved O&M plan (i.e., see Condition II1.4. and shall comply with all other conditions of I5A NCAC 08G. 0204. For more information regarding classification and designation requirements,please contact the Division of Water Resources' Protection and Enforcement Branch at(919) 707-9105. [15A NCAC 02T.0117] 6. When the Permittee land applies bulk residuals,a copy of this permit and a copy of O&M Plan shall be maintained at the land application sites during land application activities. [15A NCAC 02T .0108(b)(1)] 7. When the Permittee transports or land applies bulk residuals, the spill control provisions shall be maintained in all residuals transport and application vehicles. [15A NCAC 02T.1110] 8. Residuals shall not be stored at any land application site, unless written approval has been requested and received from the Division. [G.S. 143-215.1] 9. When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent wind erosion and surface runoff from conveying residuals from the land application sites onto adjacent properties or into surface waters. [G.S. 143-215.1] 10. When the Permittee land applies bulk residuals,a suitable vegetative cover shall be maintained on land application sites onto which residuals are applied, or application shall be in accordance with the crop management plan outlined by the local Cooperative Extension Office, the Department of Agriculture and Consumer Services,the Natural Resource Conservation Service,or an agronomist and as approved by the Division. [15A NCAC 02T.1109(b)(1)] 1 1. Bulk residuals shall not be land applied under the following conditions: a. If the residuals are likely to adversely affect a threatened or endangered species listed under section 4 of the Endangered Species Act or its designated critical habitat; b. If the application causes prolonged nuisance conditions; c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface water or groundwater standards; d. If the land is flooded,frozen or snow-covered,or is otherwise in a condition such that runoff of the residuals would occur; e. Within the 100-year flood elevation,unless the bulk residuals are injected or incorporated within a 24-hour period following a residuals land application event; f. During a measurable precipitation event(i.e., greater than 0.01 inch per hour), or within 24 hours following a rainfall event of 0.5 inches or greater in a 24-hour period; WQ0004341 Version 4.0 Shell Version 171103 Page 6 of 12 g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than 18%for injected or incorporated bulk liquid residuals; h. If the land does not have an established vegetative cover unless the residuals are incorporated or injected within a 24-hour period following a residuals land application event.Any field that is in a USDA no-till program shall be exempted from meeting this vegetative cover requirement; i. If the vertical separation between the seasonal high water table and the depth of residuals application is less than one foot; j. If the vertical separation of bedrock and the depth of residuals application is less than one foot; k. Application exceeds agronomic rates. [15A NCAC 02T.1109] 12. The following public access restrictions apply to residual land application sites: a. Public access to public contact sites(e.g., golf courses,parks, ball fields, etc.)shall be restricted for 365 days after a residuals land application event; b. Public access to non-public contact sites shall be restricted for 30 days after a residuals land application event. [15A NCAC 02T.1109(b)(2)] 13. Public access controls shall include the posting of signs with a minimum area of 3 square feet (e.g., 1.5' x 2'). Each sign shall indicate the activities conducted at each site, permit number, and name and contact information, including the Permittee or applicator's telephone number. Signs shall be posted in a clearly visible and conspicuous manner at the entrance to each land application site during a land application event, and for as long as the public access restrictions required under Condition II1.12. apply. [15A NCAC 02T.0108(b)(1)] 14. The following harvesting and grazing restrictions apply to residual land application sites after each land application event: Harvesting and Grazing Description Restricted Duration _ Animals shall not be allowed to graze during land application activities and restricted period. Sites that are to be used for grazing shall have fencing to 30 days prevent access after each land application event. Food crops, feed crops and fiber crops shall not be harvested for: 30 days Turf grown on land where residuals have been applied shall not be harvested for: 12 months Food crops with harvested parts that touch the residual/soil mixture and are totally above the land surface(e.g.,tobacco,melons,cucumbers, squash,etc.) 14 months shall not be harvested for: When the residuals remain on the land surface for four months or longer prior to incorporation into the soil, food crops with harvested parts below the land surface(e.g., root crops such as potatoes,carrots, radishes, etc.)shall not be 20 months harvested for: When the residuals remain on the land surface for less than four months prior to incorporation into the soil,food crops with harvested parts below the land 38 months surface shall not be harvested for: [15A NCAC 02T .1109(b)(3)] WQ0004341 Version 4.0 Shell Version 171103 Page 7 of 12 15. The Permittee shall acquire from each landowner or lessee/operator a statement detailing the volume of other nutrient sources (i.e., manufactured fertilizers, manures, or other animal waste products)that have been applied to the site,and a copy of the most recent Nutrient Management Plan(NMP)for those operations where a NMP is required by the US Department of Agriculture - National Resources Conservation Service(NRCS)or other State Agencies.The Permittee shall calculate allowable nutrient loading rates based on the provided information and use appropriate reductions. For the purpose of this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan (WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient Management Plan. [15A NCAC 02T.0108(b)(1), 02T.1 104(c)(3)] 16. No residuals shall be land applied unless the submitted Land Owner Agreement between the Permittee and landowners or lessees/operators of the land application site is in full force and effect. These agreements shall be considered expired concurrent with the permit expiration date,and shall be renewed during the permit renewal process. [I5A NCAC 02T.11 04(c)(4)] IV. MONITORING AND REPORTING REQUIREMENTS 1. Any Division-required monitoring (including groundwater, plant tissue, soil and surface water analyses) necessary to ensure groundwater and surface water protection shall be established, and an acceptable sample reporting schedule shall be followed. [15A NCAC 02T.0108(c)] 2. Residuals shall be analyzed to demonstrate they are non-hazardous under the Resource Conservation and Recovery Act(RCRA). Residuals that tests or is classified as a hazardous or toxic waste under 40 CFR Part 261 shall not be used or disposed under this permit. The analyses [corrosivity,ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)] shall be performed at the frequency specified in Attachment A, and the Permit-tee shall maintain these results for a minimum of five years. Any exceptions from the requirements in this condition shall be specified in Attachment A. The TCLP analysis shall include the following parameters(the regulatory level in milligrams per liter is in parentheses): Arsenic(5.0) 1,4-Dichlorobenzene(7.5) Nitrobenzene(2.0) Barium(100.0) 1,2-Dichloroethane(0.5) Pentachlorophenol(100.0) Benzene(0.5) 1,l-Dichloroethylene(0.7) Pyridine(5.0) Cadmium(1.0) 2,4-Dinitrotoluene(0.13) Selenium (1.0) Carbon tetrachloride(0.5) Endrin(0.02) Silver(5.0) Chlordane(0.03) Hexachlorobenzene(0.13) Tetrachloroethylene(0.7) Chlorobenzene(100.0) Heptachlor(and its hydroxide) (0.008) Toxaphene(0.5) Chloroform(6.0) Hexachloro-1,3-butadiene(0.5) Trichloroethylene(0.5) Chromium(5.0) Hexachloroethane(3.0) 2,4,5-Trichlorophenol(400.0) m-Cresol (200.0) Lead(5.0) 2,4,6-Trichlorophenol(2.0) o-Cresol (200.0) Lindane(0.4) 2,4,5-TP(Silvex) (1.0) p-Cresol(200.0) Mercury(0.2) Vinyl chloride(0.2) Cresol(200.0) Methoxychlor(10.0) 2,4-D(10.0) Methyl ethyl ketone(200.0) Once the residuals have been monitored for two years at the frequency specified in Attachment A,the Permittee may submit a permit modification request to reduce the frequency of this monitoring requirement. In no case shall the monitoring frequency be less than once per permit cycle. WQ0004341 Version 4.0 Shell Version 171103 Page 8 of 12 [15A NCAC 13A .0102(b),02T.1101, 02T.1105] 3. An analysis shall be conducted on residuals from each source generating facility at the frequency specified in Attachment A, and the Permittee shall maintain the results for a minimum of five years. The analysis shall include the following parameters: Aluminum Mercury Potassium Ammonia-Nitrogen Molybdenum Selenium Arsenic Nickel Sodium Cadmium Nitrate-Nitrite Nitrogen Sodium Adsorption Ratio (SAR) Calcium Percent Total Solids TKN Copper pH Zinc Lead Phosphorus Magnesium Plant Available Nitrogen (by calculation) [15A NCAC 02T.1101] 4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction requirements at the frequency specified in Attachment A,and at the time indicated in the sampling and monitoring sections of the approved O&M plan.The required data shall be specific to the stabilization process utilized, and sufficient to demonstrate compliance with the Class B pathogen reduction requirements in 15A NCAC 02T .1106 (a)and(c), and one vector attraction reduction requirement in 15A NCAC 02T .1107 (a) shall be met. Any exceptions from the requirements in this condition shall be specified in Attachment A. [15A NCAC 02T.1106, 02T .1107, 02T .1111(c)] 5. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each land application site listed in Attachment B on which a residuals land application event will occur in the respective calendar year. This analysis shall be in accordance with the "Guidance on Soil Sampling" located in the Sampling Instructions section of the NC Department of Agriculture & Consumer Services' website(http://www.ncagr.gov/agronomi/pubs.htm).The Permittee shall maintain these results and a description of the sampling methodologies used to determine soil fertility for a period of no less than five years,and shall be made available to the Division upon request. At a minimum,the Standard Soil Fertility Analysis shall include the following parameters: Acidity Exchangeable Sodium Percentage Phosphorus Base Saturation(by calculation) Magnesium Potassium Calcium Manganese Sodium Cation Exchange Capacity Percent Humic Matter Zinc Copper pH [15A NCAC 02T.0108(c), 15A NCAC 02T .1111(d)] 6. Laboratory parameter analyses shall be performed on the residuals as they are land applied, and shall be in accordance with the monitoring requirements in 15A NCAC 02B .0505. [15A NCAC 02B.0505] 7. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment C. All mapping, well construction forms, well abandonment forms and monitoring data shall refer to the permit number and the well nomenclature as provided in Attachment C and Figure 1. [ISA NCAC 02T.0105(m)] WQ0004341 Version 4.0 Shell Version 171103 Page 9 of 12 8. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last working day of the month following the sampling month. The Compliance Monitoring Form(GW-59) shall include this permit number, the appropriate well identification number, and one GW-59a certification form shall be submitted with each set of sampling results. All information shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [15A NCAC 02T.0105(m)] 9. The Permittee shall maintain records tracking all residual land application events. At a minimum,these records shall include the following: a. Source of residuals; b. Date of land application; c. Location of land application(i.e., site, field,or zone number as listed in Attachment B); d. Approximate areas applied to(acres); e. Method of land application; f. Weather conditions(e.g., sunny, cloudy, raining, etc.); g. Predominant Soil Mapping Unit(e.g., CbB2); h. Soil conditions(e.g.,dry, wet,frozen,etc.); i. Type of crop or crops to be grown on field; j. Nitrogen Application Rate based on RYEs (if using data obtained from the North Carolina State University Department of Soil Science Website,the printout page shall be kept on file and reprinted every five years); k. Volume of residuals land applied in gallons per acre, cubic yard per acre,dry tons per acre, or wet ton per acre; 1. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per acre, or wet tons per acre; m. Volume of soil amendments(e.g., lime,gypsum,etc.)applied in gallons per acre,dry ton per acre, or wet tons per acre; and n. Annual and cumulative totals in dry tons per acre of residuals as well as animal waste and other sources of nutrients(e.g.,if applicable),annual and cumulative pounds per acre of each heavy metal (e.g., shall include, but shall not be limited to, arsenic, cadmium, copper, lead, mercury, molybdenum, nickel, selenium, and zinc), annual pounds per acre of PAN, and annual pounds per acre of phosphorus applied to each field. [15A NCAC 02T.0109(a)] WQ0004341 Version 4.0 Shell Version 171103 Page 10 of 12 10. Three copies of an annual report shall be submitted on or before March 1st. The annual report shall meet the requirements described in the Instructions for Residuals Application Annual Reporting Forms. Instructions for reporting and annual report forms are available at http://deq.nc.gov/about/divisions/water-resources/water-resources-perm its/wastewater-branch/non- discharge-permitting-unit/reporting-forms, or can be obtained by contacting the Non-Discharge Permitting Unit directly. The annual report shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh,North Carolina 27699-1617 [15A NCAC 02T.1111(a)] 11. Noncompliance Notification The Permittee shall report by telephone to the Asheville Regional Office,telephone number(828)296- 4500, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Land application of residuals abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of material to surface waters. c. Any time self-monitoring indicates the facility has gone out of compliance with its permit limitations. d. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of adequate residual treatment. e. Any spill or discharge from a vehicle or piping system during residuals transportation. Any emergency requiring immediate reporting(e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number(800)662-7956,(800) 858-0368, or(919) 733-3300.Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure that the problem does not recur. [15A NCAC 02T .0105(1),02T.0108(b)(1)] V. INSPECTIONS 1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the subject facilities and shall be in accordance with the approved O&M Plan. [15A NCAC 02T.0108(b)] 2. Prior to each bulk residuals land application event, the Permittee or his designee shall inspect the residuals storage,transport and application facilities to identify malfunctions,facility deterioration and operator errors that could result in discharges to the environment, a threat to human health or a public nuisance. The Permittee shall maintain an inspection log that includes,at a minimum,the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for a period of five years from the date of inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T .0108(b)] 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property,premises or place on or related to the land application sites or facilities permitted herein at any reasonable time for the purpose of determining compliance with this permit;may inspect or copy any records required to be maintained under the terms and conditions of this permit; and may collect groundwater, surface water or leachate samples. [G.S. 143-215.3(a)(2)] WQ0004341 Version 4.0 Shell Version 171103 Page 11 of 12 VI. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. [G.S. 143-215.6A to 143-215.6C] 2. This permit shall become voidable if the residuals land application events are not carried out in accordance with the conditions of this permit. [15A NCAC 02T.0110] 3. This permit is effective only with respect to the nature and volume of residuals described in the permit application and other supporting documentation. [G.S. 143-215.1] 4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local,state,and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000;any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H.0500; and documentation of compliance with Article 21 Part 6 of Chapter 15A NCACO2T[ .0105(c)(6)) 143 of the General Statutes. p 5. In the event the residuals program changes ownership or the Permittee changes his name, a formal permit modification request shall be submitted to the Division. This request shall be made on official Division forms, and shall include appropriate documentation from the parties involved and other supporting documentation as necessary. The Permittee of record shall remain fully responsible for .maintaining and operating the residuals program permitted herein until a permit is issued to the new owner. [15A NCAC 02T.0104] 6. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division Director,in whole or part for the requirements listed in 15A NCAC 02T.0110. [l 5A NCAC 02T.0110] 7. Unless the Division Director grants a variance,expansion of the permitted residuals program contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T.0120(b). [15A NCAC 02T.0120] 8. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T .0105(e)(3)] Permit issued this the 1st day of May 2018 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Linda Culpepper, Interim Director /7 Division of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0004341 WQ0004341 Version 4.0 Shell Version 171103 Page 12 of 12 ATTACHMENT A—Approved Residual Sources Certification Date: May 1,2018 Town of Tryon Permit Number: WQ0004341 Version: 4.0 Maximum Monitoring Monitoring Monitoring Owner Facility Name County Permit Biological Dr Tons Frequency for Frequency for Frequency for Approved Number Residuals y Non-hazardous Metals and Pathogen& Mineralization Per Year' Characteristics 2 Nutrients s,s Vector Attraction Rate Reductions 4,S Town of Tryon Troyon WWTP Polk NC0021601 Yes 80 Annually Annually Annually 0.3 Total 80 1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility. 2. Analyses to demonstrate that residuals arc non-hazardous(i.e.,TCLP,ignitability,reactivity,and corrosivity)as stipulated under permit Condition IV.2. 3. Testing of metals and nutrients as stipulated under permit Condition IV.3. 4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV.4. 5. Monitoring frequencies are based on the actual dry tons applied per year using the table below,unless specified above. Dry Tons Applied Monitoring Frequency (short tons per year) (Established in 40 CFR 503 and 15A NCAC 02T.1111) <319 1/Year =>319-<1,650 I/Quarter(4 times per year) >1,650-<16,500 1/60 Days(6 times per year) _>16,500 1/month(12 times per year) If no land application events occur during a required sampling period(e.g.no land application occur during an entire year when annual monitoring is required),then no sampling data is required during the period of inactivity.The annual report shall include an explanation for missing sampling data.Those required to submit the annual report to EPA may be required to make up the missed sampling,contact the EPA for additional information and clarification. WQ0004341 Version 4.0 Attachment A Page I of I THIS PAGE BLANK ATTACHMENT B—Approved Land Application Sites Certification Date: May 1,2018 Town of Tryon Permit Number: WQ0004341 Version: 4.0 Field Owner Lessee County Latitude Lon tude Net i g Dominant Soil Series Acreage Figures NC-PO-01-01 Town of Tryon Polk 35.214314° -82.218764° 7.58 SkB2-Skyuka 1 NC-PO-02-01 Henson,Clarence Town of Tryon Polk 35.204556° -82.242528° 6.50 DoB-Dorian 2 Total 14.08 WQ0004341 Version 4.0 Attachment B Page I of I r u CAM about:blank Land Application of Biosolids 2021 Annual Report Town of Tryon, NC Permit No. WQ0004341 Feb.28,2022 Submitted by Earthwise Designs 991 Duncan Road Rutherfordton, NC 28139 828)289-0122 cjedwards234@gmail.com Caroline J. Edwards NC Licensed Soil Scientist#1220 Land Application of Bio-Solids#10006173 l of 22 3/7/2022,7:42 AM Firefox about:blank Soils Coasahino Sostaia:tblc Fono ny Earthwise Designs February 28,2022 R'astc Atana^ement Division of Water Resources Information Processing Unit 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 RE: 2021 Land Application of Biosoiids Annual Report Town of Tryon, NC Permit No,WQ0004341 Earthwise Designs submits this Annual Report for the Town of Tryon Residuals Land Application Program. The report includes: Cover Letter: DWR Form ACF Form RSSF Forms MFLSF - 2 fields Forms FSF - 2 fields Lab sheets — 2 Lab reports Form PVRT 02T Soils Test Report—2 fields A total of 238.000 gallons (23.03 dry tons or 20.9 dry metric tons) of Class B Biosolids were land applied by the Town of Tryon with oversight by LA ORC C. Edwards. This amount was applied to 14.08 acres of permitted land in 2021. The permit allows a maximum of 80 dry tons per year. No violations of the permit were noted. NOD dated July 28, 202: Record Keeping was addressed. SAR by calculation: 0.69. If any further information is required please contact me. Sincerely, Caroline J. Edwards NC Licensed Soil Scientist#1220 NC Land Application of Bio-Solids#10006173 Earthwise Designs 991 Duncan Rd.Rutherfordton,NC 28139 828)289-0122 cjedwards234@gmail.com of'72 3/7/2022,7:42 At' ANNUAL LAND APPLICATION CERTIFICATION FORM WQ Permit#: WQ0004341 County: Polk Year: 2021 Facility Name(as shown on permit): Town of Tryon Land Application Operator: Caroline Edwards/Town of Tryon Phone: 828)289-0122 Land application of residuals as allowed by the permit occurred during the past calendar year? 0 Yes 0 No -If No,skip Part A,and Part B and proceed to Part C. Also,If residuals were generated but not land applied,please attach an explanation on how the residuals were handled. Part A-Residuals Application Sunman: Total number of application fields in the permit: 2 Total number of fields utilized for land application during the year: 2 Total amount of dry tons applied during the year for all application sites: 23 Total number of acres utilizes for land application during the year: 14.08 • Part B-Annual Compiance Statement: Facility was compliant during calendar year 2021 with all conditions of the land application permit (including but not limited to items 1-13 below)issued by the Division of Water Resources. 0 Yes 0 No If no please,provide a written description why the facility was not compliant,the dates,and explain corrective action taken. 1)Only residuals approved for this permit were applied to the permitted sites. 2) Soil pH was adjusted as specified in the permit and lime was applied(if needed)to achieve a soil pll of at least 6.0 or the limit specified in the permit. 3)Annual soils analysis were performed on each site receiving residuals during the past calendar year and three(3)copies of laboratory results are attached. 4)Annual TCLP analysis(if required)was performed and three(3)copies of certified laboratory results are attached. 5) All other monitoring was performed in accordance with the permit and reported during the year as required and three(3) copies of certified laboratory results are attached. 6)The facility did not exceed any of the Pollutant Concentration Limits in 15A NCAC 02T.l 105(a)or the Pollutant Loading Rates in 15A NCAC 02T.1105(b)(applicable to 40 CFR Part 503 regulated facilities). 7)All general requirements in as specified in the Land Application Permit were complied with(applicable to 40 CFR Part 503 regulated facilities). 8) All monitoring and reporting requirements in 15A NCAC 02T.1111 were complied with(applicable to 40 CFR Part 503 regulated facilities). 9) All operations and maintenance requirements in the permit were complied with or,in the case of a deviation. prior authorization was received from the Division of Water Resources. 10)No contravention of Ground Water Quality Standards occurred at a monitoring well or explanations of violations are attached to include appropriate actions and remediations. 11) Vegetative cover was maintained and proper crop management was performed on each site receing residuals.as specified in the permit. 12)No runoff of residuals from the application sites onto adjacent property or nearby surface waters has occurred. 13) All buffer requirements as specified on the permit were maintained during each application of residuals. Part C-Certification: "1 certify,under penalty of law,that the above information is,to the best of my knowledge and belief,true,accurate, and complete.T am aware that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations." 4 . Zach 011is,'fown Manager 1t.4?' Permittee Name and Title(type or print) Signe c o ee Dale -,�I :e1/e., 31 i/ate ��lp.� - a..as,�a ignature of Preparer* C Date Signature of Land Applier Date (if different from Permittee) (if different from Permittee and Preparer) *Preparer is defined in 40 CFR Part 503.9(r)and I5A NCAC 02T.1102(26) DENR FORM ACF(12/2006) 3 of 22 3/7/2022,7:42 AM +4 'T - N O N ?! ANNUAL RESIDUAL SAMPLING SUMMARY FORM Please note that your permit may contain additional parameters to be analyzed. The parameters can be reported in FORM RSSF-B WQ Permit Number: WQ0004341 Laboratory: 1) Waypoint Analytical Facility Name: Town of Tryon 2) ETS Residual Source WQ#or NC0021601 3) NPDES#: 4) WWTP Name: Tryon Wastewater Treatment Plant 5) Residual Analysis Data Conc. Sample or Composite Date Parameter Limit 1) 3) (mg/kg) (mg/kg)a 6/29/21 8/11/21 Percent Solids(%) NA 2.32 Arsenic 75 <21.7 <0,495 Cadmium 85 <4.35 Copper 4,300 926 Chromium NA na Lead 840 47 Mercury 57 <.678 Molybdenum 75 <10.9 <0.495 Nickel 420 15.1 Selenium 100 <21.7 <0.495 Zinc 7,500 626 Total Phosphorus NA 26000 TKN NA 87000 Ammonia-Nitrogen NA 17500 Nitrate and Nitrite NA 561 a For surface disposal facilities the ceiling concentration limits listed in this form are not applicable. Reference the individual permit for metals limits. "I certify,under penalty of law,that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations." Signature of Preparer* d` Date *Preparer is defined in 40 CFR Part 503.9(r)and I5A NCAC 2T,1 102(26) DENR FORM RSSF(12/2006) I Es ANNUAL METALS FIELD LOADING SUMMARY FORM* Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report Facility Name: Town of Tryon Total Dry Tons Applied(Annual): 13.21 Permit#: WQ0004341 Cation Exchange Capacity(non 503 only): na Operator: Town of Tryon Owner: Town of Tryon Predominant Soil Series: SkB2 Acres Used: 7.58 Acres Permitted: 7.58 Site#: NCPO-01 Field#: 1 Residual .AnalysisData(H��eavy Metals and Total Phosphorus use mg/kg,%Solids use Raw Percent#): Sample or J W �J r� 7 r 8 s 10 11 12 Com- posite Date 6/29,8/11 %Solids 2.32 Arsenic 0.5 _ Cadmium 4.4 Copper 926 Chromium 0 Lead 47 Mercury 0.67 lvtolyb- 0.5 denum Nickel 15.1 Selenium 0.5 Zinc 626 Total Phos- 26000 phorus Annual Heavy''lI Metal Field Loadings(Calculated�G�' in lbs/acre): Total ?' ' 31 g ii _6S 8 8 I o 1l) 11 12 D'l'iAc./ J' App. Event 1.74 Arsenic 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 Cadmium 0.015 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.015 Copper 3.222 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.222 Chromium 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lead 0.164 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.164 Mercury 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 Molyb 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 denum Nickel 0.053 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.053 Selenium 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 Zinc 2.178 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.178 Total Phos- 90.480 0.000 0.000 0.000 0A00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 90.480 phorus "I certify,under penalty of law,that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. T am aware that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations". Signature of Land Applier Date DENR FORM MFLSF(12/2006) 5 of 22 3/7/2022, 7:42 At o" 0 ,-n tJ tJ ANNUAL LAND APPLICATION FIELD SUMMARY FORM PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH FIELD APPLIED ON PLACE A"N/A"IN A BLANK OR BOX WHEN NOT APPLICABLE. Facility Name:Town of Tryon WQ Permit#: WQ0004341 Field#: NCPOI Acres Utilized: 7,58 Land Owner: Town of Tryon Annual Dry Tons Applied: 13.2056 Site#: 1 Acres Permitted: 7.58 Operator:Town of Tryon Predominant Soil Series: SkB2 Cation Exchange Capacity(non 503): nc Crop 1 Name: Fescue Crop l Max.PAN: 156 Crop 2 Name: #N/A Crop 2 Max.PAN: #N/A y Volume applied Volume Residual Sources Soil Prccip. > o z s G 3 Nitrate PAN Applied Name of Crop Type o f. (enter one)Solids/ % Applied per (NPDES#,WQ#. Con Past 24 F V S, E g TKN g o and (Ib ApPe) Receiving Residual is i' Liquid Solids Acrc Fert.,Animal Wet, Hrs. a c. . v : p• Nitrite Application Cu.Yds Gallons (Dry Tons/Ac) • Waste,etc) Moist) inches ' ~ = `y mg/kg mg/kg mg/kg Crop 1 Crop 2 Crop 1 Crop 2 8/13 17500 2.32 0.223 Tryon WWTP M S 0.5 0.3 87000 17500 561 13.473 NA Fescue 8/16 28000 2.32 0.357 Tryon WWTP M S 0.5 0.3 87000 17500 561 21.557 NA Fescue 8/23 28000 2.32 0.357 Tryon WWTP M S 0.5 0.3 87000 17500 561 21.557 NA Fescue _ 8/25 7000 2.32 0.089 Tryon WWTP M S 0.5 0.3 87000 17500 561 5.389 NA Fescue 8/26 14000 2.32 0.179 Tryon WWTP M S 0.5 0.3 87000 17500 561 10.779 NA Fescue 9/9 14000 2.32 0.179 _ Tryon WWTP M S 0.5 0.3 87000 17500 561 10.779 NA Fescue 9/13 28000 2.32 0.357 Tryon WWTP M S 0.5 0.3 87000 17500 561 21.557 NA Fescue 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _ 0.000 0.000 Residuals Applications totals on FORM FSF supp(attach FORM FSF supp to this form): M771 0' 136500[ As Cd Cu Cr Pb Hg Mo Ni Se Zn P 105.0901 0.000 Lime Applied ` Annual lbs/acre 0.002 0015 3.222 0.000 (1.164 0.002 0.002 0.053 0.002 2.178 90.480 Date lbs/ac Prior Years Cumulative lbs/ac 0.822 0.817 87.145 0/0 8.721 0.567 0.362 3.042 0.782 49.509 Current Cumulative lbs/ac 0.824 0.832 90.367 000/014 8.885 0.569 0.364 3.095 0.784 51.687 Permitted C.P.L.R.**** 36 34 1338 NA 267 15 NA 374 89 2498 Permit PAN Limit 1st/2nd Crop 156 #N/A "I certify,under penalty of law,that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted, I am aware that there are significant penalties for submitting false information,including the possibility of lines and imprisonment for knowing violations." ea a\� a., *Application Method:S-Surface,IN-Injection,INC-Incorporation �--� **Volatilization Rate:Surface-0.5,Injection/Incorporation-1.0 Signature of Land Applier Date ***Mineralization Rates:Compost-0.1,anaerobially digested-0.2, aerobically digested-0.3,raw sludge-0.4 ****C.P.L.R.:Cumulative Pollutant Loading Rate DENR FORM FSF(12/2006) W N O N tJ J 4i. IJ ANNUAL METALS FIELD LOADING SUMMARY FORM* Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report Facility Name: Town of Tryon Total Dry Tons Applied(Annual): 9.82 Permit#: WQ0004341 Cation Exchange Capacity(non 503 only): na Operator: Town of Tryon Owner: Clarence Henson Predominant Soil Series: DoB Acres Used: 6.5 Acres Permitted: 6.5 Site#: NCPO-02 Field#: 1 Residual Analysis Data(Heavy Metals and Total Phosphorus use mg/kg,% Solids use Raw Percent#): Sample or 1 f ? 9} o f 5 J 6 f _J 81 i 10 1 !J t2 Com- posite osite Date 6/29,8/11 %Solids 2.32 Arsenic 0.5 Cadmium 4.35 Copper 926 Chromium 0 - Lead 47 Mercury 0.678 Molyb- 0.5 denum Nickel 15.1 Selenium 0.5 Zinc 626 Total Phos- 26000 phorus Annual Heavy Metal Field Loadings(Calculated in lbs/acre): Total j J 6J 7_] 8j ; 91 10 11 12 DT/Ac./ App. Event 1.51 Arsenic 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 Cadmium 0.013 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.013 Copper 2.797 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.797 Chromium 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lead 0.142 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.142 Mercury 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 Molyb 0 002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 denum Nickel 0.046 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.046 Selenium 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 Zinc 1.891 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.891 Total Phos- 78.520 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 78.520 phorus "1 certify,under penalty of law,that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations". A at Signature of Land Applier Dale DENR FORM MFLSF(12/2006) 1 of 22 3/7/2022,7:42 AM 00 'r °, c N k ANNUAL LAND APPLICATION FIELD SUMMARY FORM PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH FIELD APPLIED ON PLACE A"N/A"IN A BLANK OR BOX WHEN NOT APPLICABLE. Facility Name: Town of Tryon WQ Permit#:WQ0004341 Field#: NCPO2 Acres Utilized: 6.5 Land Owner: Clarence Henson Annual Dry Tons Applied:9.8195 Site#: I Acres Permitted:6.5 Operator: Town of Tryon Predominant Soil Series: Doll Cation Exchange Capacity(non 503): nc Crop 1 Name: Fescue Crop 1 Max.PAN: 156 Crop 2 Name: #N/A Crop 2 Max.PAN: #N/A Volume applied Volume Residual Sources Soil Precip. > z Nitrate Naate of Crop a0i [ (enter one)Solids/ % Applied per (NPDES#,W Cond. Past 24 3 I 5 i? PAN Applied Type eQ#, ( ' TKN �o and (Ibs/acre) Receiving Residual ALiquid Solids Acre Fert,Animal Wet, Hrs. 13 Fr e E. « a. Nitrite Application Cu.Yds Gallons Waste,etc) inches " a c' " (Dry Tons/Ac) Moist) a g mg/kg mg/kg mg/kg Crop 1 Crop 2 Crop 1 Crop 2 8/12 7000 2.32 0.104 Tryon WWTP M S 0.5 0.3 87000 17500 561 6.285 NA Fescue 8/16 14000 2.32 0.208 Tryon WWTP M _ S 0.5 0.3 87000 17500 561 12.569 NA Fescue 8/23 7000 2.32 0.104 Tryon WWTP M S 0.5 0.3 87000 17500 561 6.285 _ NA Fescue 8/25 17500 2.32 0.260 Tryon WWTP M S 0.5 0.3 87000 17500 561 15.712 NA Fescue 8/27 7000 2.32 0.104 Tryon WWTP M S 0.5 0.3 87000 17500 561 6.285 NA Fescue 8/31 21000 2.32 0.313 Tryon WWTP M S 0.5 0.3 87000 17500 561 18.854 NA Fescue 9/7 14000 2.32 0.208 Tryon WWTP M S 0.5 0.3 87000 17500 561 12.569 NA Fescue 9/9 14000 2.32 0.208 Tryon WWTP M S 0.5 0.3 _ 87000 17500 561 12.569 NA Fescue 0.000 0.000 0.000 0.000 _ 0.000 0.000 0.000 _ 0.000 0.000 0.000 _0.000 0.000 _ _ Residuals Applications totals on FORM FSF supp(attach FORM FSF supp to this form): TOTALS: 01 101500 As Cd Cu Cr Pb Hg , Mo Ni Se Zn P 91.128 0.000 Lime Applied Annual lbs/acre 0.002 0.013 2.797 0.000 0.142 0.002 0.002 0.046 0.002 1.891 78.520 Date lbs/ac Prior Years Cumulative lbs/ac 1.186 1.445 67.88 #ali 14.531 0.411 0.256 2.274 5.916 34.195 Current Cumulative lbs/ac 1.188 1.458 70.677 #N#6ti## 14.673 0.413 0.258 2.320 5.918 36.086 Permitted C.P.L.R.**** 36 34 1338 NA 267 15 NA 374 89 2498 Permit PAN Limit Istl2nd Crop _ 156 I #NIA "I certify,under penalty of law,that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations." i *Application Method:S-Surface,IN-Injection,INC-Incorporation I�- Q ,\,a i Jla� **Volatilization Rate:Surface-0.5,Injection/Incorporation-1.0 Signature of Land Applier Date ***Mineralization Rates:Compost-0.1,anaerobially digested-0.2, aerobically digested-0.3,raw sludge-0.4 $t**C.P.L.R,:Cumulative Pollutant Loading Rate DENR FORM FSF(12/2006) to 3 N O N a- O J :IL p- iir X aaa�YY poiH `1�■ 7621 Whitepine Road,Richmond,VA 23237 Main 804-743-9401°Fax 804-271.6446 ANALYTICAL www.waypointanalytical.com 7/15/2021 Earthwise Designs CAROLINE EDWARDS 991 DUNCAN RD RUTHERFORDTON,NC,28139 Ref: Analytical Testing Report Number:21-182-0007 Project Description:Tryon WVVTP Dear CAROLINE EDWARDS Waypoint Analytical Virginia, Inc.received sample(s)on 7/1/2021 for the analyses presented in the following report. The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.Sub-contracted testing is noted on the Sample Summary Table if applicable. The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance,method validations, instrumentation maintenance and calibration for all parameters(NELAP and non-NELAP)were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2012)and NELAC unless otherwise indicated. Certain parameters(chlorine,pH,dissolved oxygen, sulfite...)are required to be analyzed within 15 minutes of sampling.Usually,but not always,any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance. The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as- received basis unless otherwise indicated.This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely. 1 ,'c (r1 t Grow Pauric McGroary Agronomist Laboratory's liability in any claim relating to analyses performed shall be limited to,at laboratory's option,repeating the analysis in question at laboratory's expense.or the refund of the charges paid for performance of said analysis. Pave 1 of 11 9 of 22 3/7/2022,7:42 AM Waypoint. 7621 Whitepine Road,Richmond,VA 23237 Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com Sample Summary Table Report Number: 21-182-0007 Client Project Description: Tryon WWTP Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SM-2540G WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SW-7.3.3 WP MTN 76947 Trion WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SM-4500-NH3C-TKN WP MTN 76947 Tryon WWTP-I Solids 06/29/2021 11:00 07/01/2021 4500NO3F-2011 WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 6010D WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 ASTM D93-80 WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SW-7.3.4 WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SW-7471B WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SW-9045C WP MTN 76947 Tryon WWTP-1 Solids 06/29/2021 11:00 07/01/2021 SM-4500-NH3C WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 6010D WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 SW-1311(ZHE) WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 7470A WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 SW-1311 WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 8270C WP MTN 76948 Tryon WVJTP-1 TCLP 06/29/2021 11:00 07/01/2021 8260B WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 8151A WP MTN 76948 Tryon WWTP-1 TCLP 06/29/2021 11:00 07/01/2021 8081A V/P MTN WP MTN-Memphis,TN: Waypoint Analytical-TN,Memphis,TN Page 2 of 11 0 of 22 3/7/2022, 7:42 AM Firefox about:blank 7621 Whitepirre Road,Richmond,VA 23237 W��poi��• Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com 06829 Earthwise Designs Project Tryon WWTP Original Report Date:07/15/2021 CAROLINE EDWARDS Revised Report Date: 07/28/2021 991 DUNCAN RD Information: Received:07/01/2021 RUTHERFORDTON, NC 28139 Report Number:21-182-0007 REPORT OF ANALYSIS Lab No: 76947 Matrix:Solids Sample ID:Tryon WWTP-1 Sampled:6/29/2021 11:00 Test Results Units MOL DF Date/Time By Analytical Analyzed Method Total Solids 2.32 °A, 0.010 1 07/06/21 16:15 FMM SM-2540G Total Kjeldahl Nitrogen 87000 mg/Kg-dry 10900 1 07/13/21 15:00 JPJ ;M-4500-NH3C-TKf Phosphorus 26000 mg/Kg-dry 217 1 07/07/21 19:47 TJS 6010D Potassium <4350 mg/Kg-dry 4350 10 07/08/21 18:23 TJS 6010D Sulfur 7610 mg/Kg-dry 435 1 07/07/21 19:47 TJS 6010D Calcium 17700 mg/Kg-dry 2170 1 07/07/21 19:47 TJS 6010D Magnesium 4000 mg/Kg-dry 217 1 07/07/21 19:47 TJS 6010D Sodium 2560 mg/Kg-dry 1090 1 07/07/21 19:47 TJS 6010D Iron 31300 mg/Kg-dry 435 1 07/07/21 19:47 TJS 6010D Manganese 2710 mg/Kg-dry 21.7 1 07/07/21 19:47 TJS 6010D Copper 926 mg/Kg-dry 21.7 1 07/07/21 19:47 TJS 6010D Zinc 626 mg/Kg-dry 54.3 1 07/07/21 19:47 TJS 6010D Organic N 69430 mg/Kg-dry 10870 1 07/13/21 15:00 OH CALCULATION Nitrate+Nitrite-N 561 mg/Kg-dry 2110 10 07/08/21 13:48 ZBD 4500NO3F-2011 Nickel 15.1 mg/Kg-dry 10.9 1 07/07/21 19:47 TJS 6010D Mercury <0.678 mg/Kg-dry 0.678 1 07/08/21 13:50 TJS SW-74718 Selenium <21.7 mg/Kg-dry 21.7 1 07/07/21 19:47 TJS 6010D pH 7.2 s.u. 1 07/09/21 15:00 ADM SW-9045C Total Volatile Solids 62.0 °k 0.010 1 07/06/21 16:15 FMM SM-2540G Qualifiers/ * Outside QC Limit B Analyte detected in blank Definitions C GCMS Confirmation Analysis E Result above cal range g GGA Outside QC Limits H Beyond holding lime J Estimated value M Minimum value NA Not on Scope of Accreditation NC Not confirmed Q RPD>40%dual column results T Sample exhibits toxicity U Unconfirmed N Refer to cover letter. Page 3 of 11 11 of 22 3/7/2022,7:42 AN 1 Firefox aoout:Dlanic i Waypoint. - 7621 Whitepine Road,Richmond,VA 23237 Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com 06829 Earthwise Designs Project Tryon WWTP Original Report Date:07/15/2021 CAROLINE EDWARDS Revised Report Date: 07/28/2021 991 DUNCAN RD Information: Received:07/01/2021 RUTHERFORDTON, NC 28139 Report Number:21-182-0007 REPORT OF ANALYSTS Lab No: 76947 Matrix:Solids Sample ID:Tryon WWTP-1 Sampled:6/29/2021 11:00 Test Results Units MQL DF Date/Time By Analytical Analyzed Method Sodium Absorption Ratio <217 mg/Kg-dry 217 1 07/07/21 19:47 CALCULATION Sulfide(Reactivity) <1090 mg/Kg-dry 1090 1 07/07/21 11:43 FMM SW-7.3.4 Ammonia Nitrogen 17500 mg/Kg-dry 4350 1 07/13/21 15:00 JPJ SM-4500-NH3C Cyanide(Reactivity) <5.43 mg/Kg-dry 5.43 1 07/07/21 11:43 FMM 5W-7.3.3 Ignitability >96 degrees C 1 07/13/21 08:37 CJR ASTM D93-80 Aluminum 54800 mg/Kg-dry 217 1 07/07/21 19:47 TJS 6010D Arsenic <21.7 mg/Kg-dry 21.7 1 07/07/21 19:47 TJS 6010D Cadmium <4.35 mg/Kg-dry 4.35 1 07/07/21 19:47 TJS 6010D Chromium 32.1 mg/Kg-dry 10.9 1 07/07/21 19:47 TJS 6010D Lead 47.0 mg/Kg-dry 13.0 1 07/07/21 19:47 TJS 6010D Molybdenum <10.9 mg/Kg-dry 10.9 1 07/07/21 19:47 TJS 6010D Analytical Method: SM-2S40fi Test Results Units MQL DF Date/Time By Analytical Analyzed Batch Moisture 97.7 % 0.010 1 07/06/21 16:15 FMM 1562261 Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit Definitions Page 4 of 11 1? of 7') 3/7/2022,7:42 AT irefox about:blank Naypoint 7621 Whitepine Road,Richmond,VA 23237 pp Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com 06829 Earthwise Designs Project Tryon WWIP Original Report Date:07/15/2021 CAROUNE EDWARDS Revised Report Date: 07/28/2022 991 DUNCAN RD Information: Received:07/01/2021 RUTHERFORDTON, NC 28139 Report Number:21-182-0007 REPORT OFANALYSIS Lab No: 76948 Matrix:TCLP Sample ID:Tryon WWTP-1 Sampled:6/29/2021 11:00 Test Results Units MDL DF Date I Time By Analytical Analyzed Method TCLP Herbidde Extraction Combined 1 07/07/21 12:00 PLD 5W-1311 TCLP Metals Extraction Combined 1 07/07/21 12:00 PLD SW-1311 TCLP Pesticide Extraction Combined 1 07/07/21 12:00 PLD SW-1311 TCLP SVOC Extraction Combined 1 07/07/21 12:00 PLD SW-1311 TCLP VOC ZHE Extraction Combined 1 07/07/21 12:00 PLD SW-1311(ZHE) Analytical Method: 6010D Prep Batch(es): L562615 07/08/21 11:15 Prep Method: 3015A Test Results Units MDL OF Date/Time By Analytical Analyzed Batch TCLP Arsenic <0.250 mg/L 0.250 1 07/08/21 19:14 TJS L562744 TCLP Barium <0.250 mg/L 0.250 1 07/08/21 19:14 TJS 1562744 TCLP Cadmium <0.0500 mg/L 0.0500 1 07/08/21 19:14 TJS L562744 TCLP Chromium <0.100 mg/L 0.100 1 07/08/21 19:14 TJS L562744 TCLP Lead <0.100 mg/L 0.100 1 07/08/21 19:14 TJS L562744 TCLP Selenium <0.500 mg/L 0.500 1 07/08/21 19:14 TJS L562744 TCLP Silver <0.0500 mg/L 0.0500 1 07/08/21 19:14 TJS L562744 Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit Definitions Page 5 of 11 13 of 22 3/7/2022,7:42 AM ;a, WayOi nt. + 7621 Wt�itepine Road,Richmond,VA 23237 ' Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com 06829 Earthwise Designs Project Tryon WWTP Original Report Date:07/15/2021 CAROLINE EDWARDS Revised Report Date: 07/28/2021 991 DUNCAN RD Information: Received:07/01/2021 RUTHERFORDTON, NC 28139 Report Number:21-182-0007 REPORT OFANALYSIS Lab No: 76948 Matrix:TCLP Sample ID:Tryon WWTP-1 Sampled:6/29/2021 11:00 Analytical Method: 7470A Prep Batch(es): 1563536 07/14/21 08:00 Prep Method: 7470A Test Results Units MQL DF Date/Time By Analytical Analyzed Batch TCLP Mercury <0.0200 mg/L 0.0200 1 07/14/21 11:19 T)S L563675 Analytical Method: 8081A Prep Batch(es): L562678 07/08/21 12:54 Prep Method: 3510C Test Results Units MQL DF Date I Time By Analytical Analyzed Batch TCLP Endrin <0.001600 mg/L 0.001600 10 07/08/21 19:08 VIC L562928 TCLP gamma-BHC <0.001600 mg/L 0.001600 10 07/08/21 19:08 VIC L562928 TCLP Methoxychlor <0.001600 mg/L 0.001600 10 07/08/21 19:08 VIC L562928 TCLP Toxaphene <0.01200 mg/L 0.01200 10 07/08/21 19:08 VIC 1562928 TCLP Chlordane <0.008000 mg/L 0.008000 10 07/08/21 19:08 VIC L562928 TCLP Heptachlor Epoxide <0.001600 mg/L 0.001000 10 07/08/21 19:08 VIC 1.562928 TCLP Heptachlor <0.001600 mg/L 0.001600 10 07/08/21 19:08 VIC L562928 Surrogate:Decachlorobiphenyl 67.67 Limits:34-116% 10 07/08/21 19:08 VIC 8081A Surrogate:Tetrachloro-m-xylene 64.13 Limits:25-123% 10 07/08/21 19:08 VIC 8081A Analytical Method: 8151A Prep Batch(es): L563228 07/12/21 15:45 Prep Method: 8151A Test Results Units MQL DF Date/Time By Analytical Analyzed Batch TCLP 2,4-D <0.0200 mg/L 0.0200 1 07/14/21 03:09 VIC L563637 TCLP 2,4,5-TP(Siivex) <0.0020 mg/L 0.0020 1 07/14/21 03:09 VIC L563637 Surrogate:DCAA 54.60 Limits:20-120% 1 07/14/21 03:09 VIC 8151A Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit Definitions Page 6 of 11 1 A _"s" 3/7/2022,7:42 Al Waypoint. 7621 Whitepine Road,Richmond,VA 23237 Main 1304-743-9401 o Fax 804-271-6446 ANALYTICAL www.waypointanalyticat.com 06829 Earthvese Designs Project Tryon WWTP Original Report Date:07/15/2021 CAROUNE EDWARDS Revised Report Date: 07/28/2021 991 DUNCAN RD Information: Received:07/01/2021 RUTHERFORDTON, NC 28139 Report Number:21-182-0007 REPORT OF ANALYSIS Lab No: 76948 Matrix:TCLP Sample ID:Tryon WWTP-1 Sampled:6/29/2021 11:00 Analytical Method: 8260E Prep Batch(es): L562833 07/08/21 07:41 Prep Method: 50308 Test Results Units MOL DF Date/Time By Analytical Analyzed Batch TCLP Benzene <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM L562839 TCLP Carbon Tetrachloride <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM L562839 TCLP Chlorobenzene <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM 1562839 TCLP Chloroform <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM 1562839 TCLP 1,4-Dichlorobenzene <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM L552839 TCLP 1,2-Dichloroethane <0.0100 mg/L 0,0100 1 07/08/21 17:46 ELM L562839 TCLP 1,1-Dichloroethene <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM L562839 TCLP Methyl Ethyl Ketone(MEK) <0.200 mg/L 0.200 1 07/08/21 17:46 ELM L562839 TCLP Tetrachloroethene <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM L562839 TCLP Trichloroethene <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM 1562839 TCLP Vinyl Chloride <0.0100 mg/L 0.0100 1 07/08/21 17:46 ELM L562839 Sunuydte:1,2-Diehluruettiaue-U4 88.4 Limits:63-136% 1 07/08/21 17:46 ELM 8260B Surrogate:4-Bromofuorobenzene 86.4 Limits:71-137% 1 07/08/21 17:46 ELM 8260E Surrogate:Dibromofluoromethane 93.8 Limits:70-128% 1 07/08/21 17:46 ELM 8260B Surrogate:Toluene-d8 80.2 Limits:70-130% 1 07/08/21 17:46 ELM 82608 Analytical Method: 8270C Prep Batch(es): L563336 07/13/21 10:00 Prep Method: 3510C Test Results Units MQL OF Date 1 Time By Analytical Analyzed Batch TCLP 2-Methylphenol <0.100 mg/L 0.100 5 07/13/21 19:50 VBV' L563551 TCLP 3&4 Methylphenol <0.200 mg/L 0.200 5 07/13/21 19:50 VBW L563551 TCLP 2,4-Dinitrotoluene <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 Qualifiers/ DF Dilution Factor MQL Method Quantitabon Limit Definitions Pane 7 of 1t- 15 of 22 3/7/2022,7:42 AN irefox about:blank Waypoint, 7621 Whitepine Road,Richmond,VA 23237 Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalyticaLcom 06829 Earthwise Designs Project Tryon WWTP Original Report Date:07/15/2021 CAROLINE EDWARDS Revised Report Date: 07/28/2021 991 DUNCAN RD Information: Received:07/01/2021 RUTHERFOROTON, NC 28139 Report Number:21-182-0007 REPORT Of ANALYSIS Lab No: 76948 Matrix:TCLP Sample ID:Tryon WWTP-1 Sampled:6/29/2021 11:00 Analytical Method: 8270C Prep Batch(es): L563336 07/13/21 10:00 Prep Method: 3510C Test Results Units MCIL DF Date/Time By Analytical Analyzed Batch TCLP Hexachlorobenzene <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 TCLP Hexachlorobutadiene <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 TCLP Hexachloroethane <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 TCLP Nitrobenzene <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 TCLP Pentachlorophenol <0.200 mg/L 0.200 5 07/13/21 19:50 VBW L563551 TCLP Pyridine <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 TCLP 2,4,5-Trichlorophenol <0.100 mg/L 0.100 5 07/13/21 19:50 VBW L563551 TCLP 2,4,6-Trichlorophenol <0.100 mg/L 0.100 5 07/13/21 19:50 VBW 1563551 Surrogate:TCLP 2,4,6-Tribromophenol 54.0 limits:42-102% 5 07/13/21 19:50 VBW 8270C Surrogate:TCLP 2-Fluorobiphenyl 42.5 Limits:24-86% 5 07/13/21 19:50 VBW 8270E Surrogate:TCLP 2-Ruorophenol 16.3 Limits:13-37% 5 07/13/21 19:50 VBW 8270C Surrogate:TCLP 4-Terphenyl-dI4 62.5 Limits:30-122% 5 07/13/21 19:50 VBW 8270C Surrogate:TCLP Nitrobenzene-d5 41.8 Limits:25-78% 5 07/13/21 19:50 VBW 8270C Surrogate:TCLP Phenol-d6 12.3 Limits:9-27% 5 07/13/21 19:50 VOW 8270C Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit Definitions Page 8 of 11 16 of 22 3/7/2022,7:42 AP • \aypO'nt 7621 Whitepine Road,Richmond,VA 23237 Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalyticai.com Shipment Receipt Form Customer Number:06829 Customer Name: Earthwise Designs Report Number: 21-182-0007 Shipping Method Q Fed Ex Q US Postal 0 Lab 0 Other: Q UPS 0 Client Q Courier Thermometer ID: Shipping container/cooler uncompromised? QQ Yes 0 No Number of coolers/boxes received 1 Custody seals intact on shipping container/cooler? 0 Yes Q No ®Not Present Custody seals intact on sample bottles? Q Yes 0 No c Not Present Chain of Custody(COC)present? QQ Yes 0 No COC agrees with sample label(s)? *Yes 0 No COC properly completed *Yes Q No Samples in proper containers? Q Yes Q No Sample containers intact? #Yes 0 No Sufficient sample volume for indicated test(s)? Q Yes 0 No All samples received within holding time? Q Yes Q No Cooler temperature in compliance? *Yes Q No Cooler/Samples arrived at the laboratory on ice. *Yes Q No Samples were considered acceptable as cooling process had begun. Water-Sample containers properly preserved Q Yes Q No *N/A Water-VOA vials free of headspace C)Yes C)No *N/A Trip Blanks received with VOAs 0 Yes Q No QQ N/A Soil VOA method 5035—compliance criteria met Q Yes Q No 41)N/A r High concentration container(48 hr) I Low concentration EnCore samplers(48 hr) r High concentration pre-weighed(methanol-14 d) r Low conc pre-weighed vials(Sod Bis-14 d) Special precautions or instructions included? Q Yes QQ No Comments: - i Signature: Etrandi Watson P Date&Time: 07/01/2021 11:53:02 j Page 9 of 11 17 of 22 3/7/2022,7:42 Al 1 ¢ ! N 4 t- O p N es N O N n cn 1�'�tY►�l,�I)t IIN!II(il!i(!I!IIHIIIIIIIII1HIit1IHINHIII!tI�Iilfil 29,d�r f -Af .:02 I N Iuw'pm,'k.atd Richmondn \'�\23237 Tel:FIt4-74.e4 Ea/Unn:.c tYromv. i i 5_e.t --- Ti vrn W W tP f t ag J5 Customer Int Submitted By lo„t,lyii I ...r:lay fo 4't'A'+'�i� 1 �� fS+tG \47 ti:01, 1')i Ni\VOILA \i\�- r`...�,, 'L�aiCA\C14,, ).1`I Q Ci11-u-� r i;!-)t' 0 .-c\w.tk\ CR L4. . 1 . <1-3 N-c4LQ�1t;Re__ C 6)1\1' )Vti.4.\,0 _i i 1.1-- Z-'$ .)tie\ - (C`0 C./k.,\itt,�.vProject -�v.1p1,. Phone:�Z.ri7`.�E`CS'�,13d. Fax: E-mail C L.C�LV C tiAi N t5 4,,C:t Sample Information Lab Number Collection Information Container Information Please Write in Desired Tests Sample ID (Lab Use Number 503 Nmcx c VotoUo Only) Type Date Time of Bottles Type Volume SLI SL2 Metals ` 'er pH CCE Ag CI sow, Others Grab rr�� 1 '� Glass -- oz — I LrCiimposite "--rql C:A n Q"1. y 'Z Plaslir, —pm1 V' v.� V t �� L- 1r- qt a L�^ . Grab Glass o` 'r a""'� Composite `Plastic — pint w.i ci L P 14 ,_Grab Glass — oz 1f7 b Campos to Plastic -------pint al di r m m Grab Glass -- Oz ° Composite ^Plastic ---p'nl _ qt Retinauished By.(Signature) Date Time Received By:(Signature) Date Time t-e S..44t4=, _ 9-J t 21 Test Package Details Special Instructions or Remarks SLI:Total Solids(Moisture),Total Kjeldehl Nitrogen.Phosphorus and Potassium SL2:Basic Test SL1 plus Sulfur.Calcium.Magnesium.Sodium.Iron,Aluminum,Manganese.Copper and Zinc 4-S ' N iA-D.C. f '(, i -4. c ` i._ 503 Metals:Arsenic.Cadmium.Chromium,Mercury,Molybdenum,Lead,Nickel,and Selenium(Copper and Zinc a included in SL2) ..' I�.a 'J l'/\•NI Nitrogen Series:Total Kjeldebt,Ammonium,Nitrate and Organic Matter CCE:Calcium Carbonate Equivalent or Total Neutralization Value(for lime treated sludge) N K N 0 O L_ 00 rZ .--� 1 ucivA about:blank 1 . 1 ne Permrttee shall acquire from each landowner or lessee/operator a statement detailing the volume of other nutrient sources(i.e.,manufactured fertilizers.manures,or other animal waste products)That have been applied to the site,and a copy of the most recent Nutrient Management Plan(NMP)for those Coperations where a NMI' is required by the US Department of Agriculture -National Resources onservation Service(MRCS)or other State Agencies.The Pennittee shall calculate allowable nutrient loading rates based on the provided information and use appropriate reductions. I1 For the purpose of this permit condition, a Crop Management Plan (CM?), Waste Utilization Plan ! ., (WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient q J Management Plan. [1 SA NCAC 02T.0 i 08(bx i),02T.1104(c)(3)J ) 16. No residuals shall be land applied unless the submitted Land Owner Agreement between the Pennittee cs.f and Iandowners or lessees/operators of the land application site is in full force and effect. These agreements shall he considered expired concurrent with the permit expiration date,and shall be renewed during the permit renewal process. (15A NCAC 02T.1 104(c)(4)J liv. l IONITORIIVG AND REPORTING REOUIRFrMENTS 1. Any Division-required monitoring (including groundwater, plant tissue, soil and surface water analyses)necessary to ensure groundwater and surface water protection shall be established,and an acceptable sample reporting schedule shall be followed, [I5A NCAC 02T.0108(c)1 2. Residuals shall he analyzed to demonstrate they are non-hazardous under the Resource Conservation and Recovery Act(RCRA). Residuals that tests or is classified as a hazardous or toxic waste under 40 -.�0 AN CFR Part 26 i shall not be used or disposed under this permit. The analyses Jcorroaivity,ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)j shall be performed at the -f�g�]bN frequency specified in Attachment A,and the Pennittee shall maintain these results for a minimum of '} five years. Any exceptions from the requirements in this condition shall he specified in Attachment A. . ie TCLP analysis shall include the following parameters(the regulatory level in milligrams per liter is in parentheses): Arsenic(5.0) 1,4-Dichlorobenzene(7.5) 1 Nitrobenzene(2.0) I ff1 Barium(100.0) 1,2-Dichloraethane(0.5) Pentachlorophenol(100.0)i �� Benzene(0.5) 1,1-Dichloroethylene(0.7) Pyridine(5.0) _,1 I Cadmium(1.0) 2,4-Dinitrotoluene(0.13) Selenium(1.0) _ ! Carbon tetrachloride(0.5) Endrin(0.02) i Silver(5.0) _ i Chlordane(0.03) Hezachlorobenzene(0.I3) i Tetrachloroethylene(0.7) +A :i= Chtorobenzene(100.0) Heptachlor(and its hydroxide) r Toxaphene(0.5) 4- (0.008) v,: Chloroform(6.0) Hexachloro-1,3-butadiene(0.5) Trichloroethylene(0.5) ! Chromium(5.0) ( Hexachloroethane(3.0) I 2,4,5-Triehlorophenol(400.0 f m-Cresol(200.0) Lead(5.0) l 2,4,6-Trichlorophenol(2.0) 1 o-Cresol(200.0) Lindane(0.4) 2,4,5-TP(Silvex)(1.0) _` p-Cresol(200.0) Mercury(0.2) Vinyl chloride(0.2) Cresol(200.0) Methoxychlor(10.0) 2,4-D(10.0) Methyl ethyl ketone(200.0) Once the residuals have been monitored for two years at the frequency specified in Attachment A,tt Pennittee may submit a permit modification request to reduce the frequency of this monitorir requirement. In no case shall the monitoring frequency be less than once per permit cycle. :t'Q0004341 Version 4.0 Shell Version 171103 Page 11 of 11 9 of 22 3/7/2022.7:42 AM rilerox about blank PO Box 7565 Asheville.NC 28802 Phone: (828)350-9364 Fax: (828)350-9368 Environmentai Testing Solutions,inc. Certificate of Analysis Project name: won W�1'TP Project number: 210811.502 Collection date: I l�21 Date received: 11 _ Sample identification: Sludge Holding Pond-Crab Sample number: 215209 Uarc Parameter Method Result RL Units Analyst Footnotes Arsenic Analyzed Molybdenum200.7 <0.495 0.495 me k^ :..�,5 ECI•IEM Selenium 200.7 <0.495 0.495 me kg 200.7 <0.495 0.495 m k u-An 2t ECHEM 1 Footnotes: RI.=Reporting Limit. Values are reported down to the Reporting Limit only. 1. Sample analzyed by Envrio Chemists.Inc. Date reviewed: ,al,u Data reviewed by: Kelley E.Keenan NC Certification Number:9 600 SC Certification Number: 99053 Signature: UL NC Drinking Water Certification Number: 37786 This report should not be reproduced,esept in its annoy.without the written consent of Environmental Testing Solutions.Inc. The results in this report relate only to the samples submitted for analysis. 20 of 22 3/7/2022.7:42 AM ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM(02T Rules) Facility Name: Town of Tryon WQ Permit Number: WQ0004341 WWTP Name: Tryon WWTP NPDES Number: NC0021601 Monitoring Period: From 1/1/2021 To 12/31/2021 Pathogen Reduction(15A NCAC 02T.1106)-Please indicate level achieved and alternative performed: Class A: Alt.A(time/temp) V Alt B(Alk Treattent)D _ Alt. C(Prior Testing)D AIt.D(No Prior Test) Q Process to Further Reduce Puthogengs❑ If applicable to alternative performed(Class A only)indicate"Process to Further Reduce Pathogens": Compost Cl Heat Drying ❑ Heat Treatment t0 Thcrmophilic ❑ Beta Ray D Gamma Ray 0 Pasteurization D Class B: Alt.(I)Fecal Density D Alt-(2)Process to Significantly Reduce Pathogens 0 If applicable to alternative performed(Class B only)indicate"Process to Significantly Reduce Pathogens": Lime Stabilization !l Air Drying iU Composting ❑ Aerobic Digestion Gl Anaerobic Digestion D l y If applicable to alternative performed(Class A or Class B)complete the following monitoring data: Number of Analytical Parameter Allowable Level Pathogen Density Frequency Sample y in SludgeMean J xc� of Anal si Tech- in MinimumGeo. MeanMaximwr Units denccs y .s Type moue 2 x 10 to the MPN 6th power per gram of Fecal Coliform total solids CFU 1000 tnpn per gram of total solid (dry weight) Salmonella bacteria 3 MPN per 4 grams (in lieu of fecal total solid(dry coliform) weight) Vector Attraction Reduction(15A NCAC 02T.1107)-Please indicate alternative performed: Alt.1 (VS reduction) 0 Alt.2(40-day bench) ❑ Alt.3(30-day bench) I❑ Alt.4(Spec.O,uptake) 0 Alt.5(14-Day Aerobic) Alt.6(Alk.Stabilization Q Alt 7(Drying-Stable) D Alt.8(Drying-Unstable) CI Alt.9(Injection) ❑ Alt. 10(Incorporation) 0 No vector attraction reduction alternatives were performed r CERTIFICATION STATEMENT(please check the appropriate statement) "1 certify,under penalty of law,that the pathogen requirements in 15A NCAC 02T.1106 and the vector attraction reduction requirement in 15A NCAC 02T.1107 have been met." "I certify,under penalty of law,that the pathogen requirements in 15A NCAC 02T.1106 and the vector attraction reduction requirement in 15A NCAC 02T.1107 have not been met." (Please note if you check this statement attach an explanation why you have not met one or both of the requirements.) "This determination has been made under my direction and supervision in accordance with the system designed to ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector attraction reduction requirements have been met. I am aware that there are significant penalties for false certification including fine and imprisonment." Deborah Bradley, WWTP ORC Caroline J.Edwards,ORC Preparer Name and Title(type or print) Land Applier Name and Title(if applicable)(type or print) 3/f fay D,-^.9 . c v.sti r►9- Signature of Preparer* C Date Signature of Land Aer(if applicable) Date *Preparer is defined in 40 CFR Part 503.9(r)and 15A NCAC 2T.1102(26) DENR FORM PVRF 02T(12/2006) 1 of 22 3/7/2022,7:42 AM N on N O a M N C N k Page 1 of 1 Report No: 22.018-1331 ®re� % 7621 Whitepine Road,Richmond,VA 23237 Account No: 06829 � ■ Waypoi n .,. Main 804-743-9401°Fax 804-271-6446 ANALYTICAL www.waypointanalytical.com Advisor: Earthwise Designs Client:Tryon Farm: CAROLINE EDWARDS Tryon WWTD 991 DUNCAN RD Tryon NC RUTHERFORDTON NC 28139 Date Received:01/18/2022 Date of Report:01/19/2022 Lab No Field ID Sample ID Soil Class KM% W/V pH Ac P-I K-I S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-Al Cu-I CEC BS% Ca% Mg% ESP Na 17413 1 MIN 2.6 6.7 0.6 307 37 56 138 89 0 353 353 495 12.5 95 85 8 1.6 0.2 Crop Recommendations: Rec Uom Lime(!acre) N P205 K20 S Mn Zn Cu 8 Mg Last Crop 1-Fescue Hay Nacre 0.0 150 0 64 20 0 0 0 0 0 17414 2 MIN 1.8 6.7 0.3 130 13 44 319 198 0 190 190 480 7.7 96 79 13 2,2 0.2 Crop Recommendations: Rec Uom Lime(Nacre) N P205 K20 S Mn Zn Cu B Mg Last Crop 1-Fescue Hay b/acre 0.0 150 0 116 20 0 0 0 0 0 I Comment: I, Test result units=CEC and Na in meq/100cm3;NO3 9drrt WN in 9N in m 3; 1cm3 North Carolina Division of Water Quality Certification tt257,Analysis and fertility recommendations shown on this report aro performed in accordance within NCDA guidelines,Analysis prepared by:Waypdnt Analytical Virginia,Inc. 14) N O N N co -.1 O N a li K