Loading...
HomeMy WebLinkAboutWQ0018352_2022 Residual Annual Report_20230224 (2)Initial Review Reviewer Nathaniel.Thornburg Is this submittal an application? (Excluding additional information.) * Yes No If not an application what is the submittal type?* Annual Report Residual Annual Report Additional Information Other Annual Report Year* 2022 Permit Number (IR) * WQ0018352 Applicant/Permittee Town of Boiling Springs Email Notifications Does this need review by the hydrogeologist? * Yes No Regional Office Mooresville CO Reviewer Admin Reviewer Submittal Form Project Contact Information Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence. Name* Michael F. Gibert Email Address* mike.gibert@boilingspringsnc.net Project Information ......................... Application/Document Type* New (Fee Required) Modification - Major (Fee Required) Renewal with Major Modification (Fee Required) Annual Report Additional Information Other Phone Number* 7044342357 Modification - Minor Renewal GW-59, NDMR, NDMLR, NDAR-1, N DAR-2 Residual Annual Report Change of Ownership We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form. https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report Permit Type:* Wastewater Irrigation High -Rate Infiltration Other Wastewater Reclaimed Water Closed -Loop Recycle Residuals Single -Family Residence Wastewater Other Irrigation Permit Number:* WQ0018352 Has Current Existing permit number Applicant/Permittee Address* PO Box 1014 Boiling Springs NC 28017 Facility Name* Town of Boiling Springs Class B Residuals Program Please provide comments/notes on your current submittal below. 2022 Annual LA Residuals Report for the Town of Boiling Springs permit # WQ0018352 At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg at nathaniel.thornburg@ncdenr.gov. Please attach all information required or requested for this submittal to be reviewed here. (Application Form, Engineering Plans, Specifications, Calculations, Etc.) 2022 Annual LA Residuals Report .pdf 3.9MB Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger than upload limit. * By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts of the application in correct order (as specified by the application). Mail payment to: NCDEQ — Division of Water Resources Attn: Non -Discharge Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Signature ";W44#40ev Z*Xw- Submission Date 2/24/2023 THE TOWN OF BOILING SPRINGS Date: 2/23/2023 To: The Information Processing Unit NCDWR Non -Discharge Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Re: 2022 Annual Land Application of Residuals Town of Soiling Springs I NC Permit # WQ0018352 To Whom it May Concern: Please find enclosed the original report and all applicable forms and test results for the Annual Residuals Land Application Report for the Town of Boiling Springs. An electronic copy of the 2022 Annual Land Application Report has also been submitted. Aerobic digested residuals continue to be land applied to permitted fields for the beneficial reuse as a soil conditioner and fertilizer supplement. Please let me know if additional information is needed at 704-434-2357. ncei-ely, J stAh Longino own Manager Town of Boiling Springs Enclosures: Annual Land Application Report 2022 114 East College Avenue I Po Box 1014 1 28017 1 704 4 1,, __ , : i r..::,_�;jI ti,,,:.,�, ANNUAL LAND APPLICATION OF RESIDUALS 2022 ANNUAL REPORT TOWN OF BOILING SPRINGS Permit No. WQ0018352 THE TOWN OF BOILING SPRINGS r. . ► � � � j. ANNUAL .LAND APPLICATION CtERTHFICATION FORM WQ Permit#: WQ0018352 County: Cleveland. Year.: 2Q22: Facility Name (as shown on permit): Land Application Operator: Town of Boiling.Springs. Phone: 704-SOU-8641 Land.applicatio.n of residuals a.s :allowed by the permitoccurred during the past calendar year? =,yl Yes. (..! No -If No, skip Part A, and Part Band 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 AyOicatiou Summary: Todd Huinphries Total. nuinber-. of application fields in the Perinit: 3 Total number of fields utilized for land application during the year: 2 Total amount of dry tons applied during the year for al I application sites: 10.9 Total number of acres utilizes for land application during the year: 26.2 Part B - Annual Com iajnce. Statement: Facility was. compliant.. during calendar:year 2022 with allconditions of the land application permit (including but not limited to items .1-13 Below) issued by the Division of Water Resources. .Yes J No If no please., provide a written description why:the facility was not.compliant,. thedates, and .explain corrective action taken. 1:) Only residuals approved for this pen -nit were applied to the pennitted:sites. 2) SoiI pH was adjusted as:specified "in.the permit and lime was applied (if needed) to achieve a soil pH of at least 6.0 or thQ limit specified in the permit. 3) Annual .soils. analysis were performed on each..site receiving. residual s 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 cord fed 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 Iaboratory resuIts. :are .attached. 6) The facility did not exceed Any of.the Pollutant Condentratian. Limits in. I5A NCAC.02T .11.05(a) or the Pollutant Loading Rates in 1.SA NCAC 027 ..1 105(1) (applicable. to 40 CFR Part 5.03 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) A1.1 monitoring.aad reporting.requirements in 15A NCAC 02T .1111 were .complied with (applicable to 40 C.1~1� Part. 50.3 regulated.facilities). 9) A II operations and maintenance requirements in. the permit were pomp] ied with or, in the case of a. deviation, prior authorization vas received from the Division.of Water Resources. 10) No contravention of Ground Water Quality Standards: occurred at a monitoring welt ,or explanations of violations. are attached to include appropriate. actions and remediations. 1 I) Vegetative cover Was maintained and proper crop management was performed on each site receing residuals. as. specified in the permit. 1.2) No runoff of residuals :froin the..applicat's.onsites onto adjacent property or nearby surface waters has occurred. 1 a) All buffer requirements as specified on the.. permit were. maintained during each application. of residuals. Part C - Certification:. "I certify; under penalty of law, that the :above. information is, to the best of my.knowledge and belief; true, accurate, and .complete. I am awa re. that there are significant penalties for submitting false information,. including the. possibility of fines..and imprisonment for knowing violations." Justin Longin.o.I Town Manager r Permittee Name and Title (type or print) Si ure. f Perntittee Date Signature ofPreparer* Date Signature of Land.Appiier Date (if ditl'ereht from Permittee) (if different from Permittee.and Preparer) * Prepar& is defined in 40 .CFR Part 503.9 (r).and 15A NCAC.02T .1 102 (26) DEN FORM AGF (1212006) 1:1*31- �. n ►-+ N M d' �r 41 PW m C1 n C7 G a I u F V. Q a� Ln C; O.. Q U ed rn N N o (-I rV N FV M oa C,4 o o co ca to ry aa, .o �t C N C�] CV CV N - M N C• 00 .z CO kn Imo 7- 7- % �. . f- t R U U U] m to CC Y Q cc m :C rA a +b t,. � c�C I7C .4 L^e 6i w ILI N i. CJ c 's. 7E; E Qn !2 0 y Y � 55, 7� C � terr. 4. Cl. Aw 1 °. U I- L>� U .Fi 0 bA v " .T bU U7 .0 0 a. tv CN r LL co U) Ir 0 LL z LU 3 M4 C! Q 0 U ai a a C!i C3 d' Cc, CD 00 Q trn 1�0 M � v w 0 7 V, cn .� C] CC N U C: CL V- m 0 0 nt L71. U7 0 L.L 2 w METALS FIELD LOADING SUMMARY ; LAND APPLICATION FIELD SUMMARY i; wo 2 i. _ L' Q OL U 01),2OL Z� U ��� G. a n a a "a ❑ N ' L 2 Z Z Z Z . O O q G � C a a -r n n r; a nt r; 4 .a nt N _ 00 rr; ] DO M n �A OC. n rq Z m N C"I (11 eN N N o Ammonia r o o C C C C C C, a c Nitrogen E N ri Li N c O Z Y P D O O Gz 00 00 L� Mineralization .- r M M M r- r G o a Rate*** o 0 0 Cl 0 o a o s w R -- Volatilization n v, v w, v u v^ v v Rate*� U. Application ;tco '° Method's _ O .� N � � •7 a .'] O O O Sr O CLC� n. Qn 61 C U N 00 00 �p M M M M f'•1 M M M 'T+ UM C,M .--. N W M Cn¢ o 0 0 0 0 0 0 0 Z Z Z Z Z ci Q C o — a+ oa M a a a C C vy �n O V F — O E 6 u� O M a M M M ['•] M try M M CA O 'r p C C C C C bp 4 C d r- O T 00'0 C, to to > �_ 1F N Cl] CR V — N N N N '� wJ y� > U U a 41UOW N NJ ry N N N N N CG > ,r ar d0 2jt? a N rry ri N M 7 C d z= e) E a� F Qa Una. M K m 0 O N LL U] LL LL C Cr 0 LL Z Ld 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 Boiling Springs Total Dry Tons Applied (Annual): 9.56 Permit #: WQ0018352 Cation Exchange Capacity (non 503 only): Operator: Todd Humphries Owner: James Petty Predominant Soil Series: Paco let -Beth leher Acres Used: 9.84 Acres Permitted: 22.41 Site #: l Field #: JP1 Residual Analysis Data (Heavy Metals and Total Phosphorus use mWkg, % Solids use Raw Percent #): Sample or Com- posite Date 1 8/23/22 ? 8/2312 3 88/23/22 4 8/23/22 5 8/23/22 6 8/23/22 7 8123122 8 8/23/22 9 10 11 12 % Solids 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 Arsenic 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 Cadmium 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 Copper 203 203 203 203 203 203 203 203 Chromium Lead 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 Mercury 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 Molyb- denum 28.4 28.4 28.4 28.4 28.4 28.4 28.4 28.4 Nickel 15.3 15.3 15.3 15.3 15.3 15.3 15.3 15.3 Selenium 42.7 42.7 42.7 42.7 42.7 42.7 42.7 42.7 Zinc 486 486 486 486 486 486 486 486 Total Phos- horus 282 282 282 282 282 282 282 282 Annual Heavy Metal Field Loadings (Calculated in lbslacre): Total 1 2 3 A 5 6 7 8 9 10 11 12 DTIAc.I App. Event 0.11 0.12 0.10 0.09 0.11 0.15 0.16 0.14 " Arsenic 1 0.006 0.007 0.006 1 0.005 0.006 0.008 0.009 0.008 1 0.000 0.000 0.000 0.000 0.055 Cadmium 0.001 0.001 0.001 0.000 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.005 Copper 0.044 0.048 0.040 0.036 0.044 0.060 0.065 0.056 0.000 0.000 0.000 0.000 0.395 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 0.00() Lead 0.006 0.007 0.006 0.005 0.006 0.008 0.009 0.008 0.000 0.000 0.000 0.000 0.055 Mercury 1 0.000 0.001 0.000 0.000 0.000 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.004 Molyb- 0.006 0.007 0.006 0.005 0.006 0.008 0.009 0.008 0.000 0.000 0.000 0.000 0.055 denum Nickel 0.003 0.004 0.003 0.003 0.003 0.005 0.005 0.004 0.000 0.000 0.000 0.000 0.030 Selenium 0.009 0.010 0.008 0.008 0.009 0.013 0.014 0.012 0.000 0.000 0.000 0.000 0.083 Zinc 0.106 0.116 0.096 0.087 0.106 0.I45 0.155 0.135 0.000 0.000 0.000 0.000 0.945 Total Phos- 0.061 0.067 0.056 0.050 0.061 0.084 0.090 0.078 0.000 0.000 0.000 0.000 0.548 horus "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". 7 z_2-3 . z3 Signature of Land Applier Date ❑ENR FORM MFLSF (12/2006) 8 a s e Q E Z N C. 0 U G N N 9 V O 0. N (U c ILI 5,i D y cG Z eta U a M p C Z z C O Q .a7, C C C � v ri a x a a a c� t- u v N N £ ,Z N N O L d Ammonia Y o o c oNc ° °O 6G Nitrogen E G w d C M c, et C, N c 3 Y -r 10 h r/. Lz y x E v-ri L Mineralization r r 0 Rate*** C C Z ate. r7 rr l� Volatilization 0 Rate*� z Application a Method' = Q i (n r3 [- i n n w U 0— m r A 3 cp Z p 7 .2 y ci D 7 R p M rn Ln U # U h � o o a C Imo'-, .� O 5 N iF N CC •> .-. o d °�' U C a 03 r y]uo jNrq 10 alt?p 00 Q AM ?r 0 0 N LL U) LL Z Ir 0 LL of Z W 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 Boiling Springs Total Dry Tons Applied (Annual): Permit #: WQ0071943 Cation Exchange Capacity (non 503 only): Operator: Todd Humphries Owner: James Petty Predominant Soil Series: Acres Used: 16.36 Acres Permitted: Site #: 2 Field #: 1.37 Pacolet-Bethleher JP2 Residual Analysis Data (Heavy Metals and Total Phosphorus use mg/kg, % Solids use Raw Percent #): Sample or Com- posite Date 1 8/23/22 2 8/23/22 3 4 5 6 7 1 8 9 10 11 12 % Solids 1.3 1.3 Arsenic 28.4 28.4 Cadmium 2.8 2.8 Copper 203 203 Chromium Lead 28.4 28.4 Mercury 2.2 2.2 Molyb- denum 28.4 28A Nickel 15.3 15.3 Selenium 42.7 42.7 Zinc 486 486 Total Phos- horus 282 282 Annual Heavy Metal Field Loadings (Calculated in lbs/acre): Total 1 2 3 4 5 6 7 8 9 10 11 12 DTIAc.I - - v App. a� Event 0.05 0.03 Arsenic 1 0.003 0.002 0.000 1 0.000 0.000 0.000 1 0.000 0.000 1 0.000 0.000 0.000 0.000 0.005 Cadmium 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 Copper 0.022 0.012 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.034 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 0.003 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 Mercury 1 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Molyb- 0.003 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 denum Nickel 0.002 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.003 Selenium 0.005 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.007 Zinc 1 0.052 0.029 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.082 Total Phos- 0.030 0.017 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.047 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. I 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 2.-z3 - Z� Date DENR FORM MFLSF (12/2006) RESIDUALS ANALYSIS LAB SHEETS c?C,ACJa1JIt1Cr! www.paceabs.cnm ANALYTICAL. RESULTS Project: DIGESTER SLUDGE Pace Project No.: 92622029 Pace Analytical Services, LLC 9806 kin ceyAve, Suite 100 Huntersville, NC 29W8 (704)075=9092 Sample: DIGESTER SLUDGE411 Parameters Lab ID: 92622029004 Collected: 08123.122.07:45 Results Units Report Limit DF .Received: 08123122.08.16 Matrix: Water Prepared Analyzed CAS I4o.: Qua] 6010 MET iCP Analytical Method: EPA 6010 Preparation Method: EPA:3660 Pace Analytical Services - Qrmond Seach Aluminum 8380 mgfkg 669 1 09196M:V:50. 09119/22 09:29: 7429-90-5 Antimony ND mgfkg 42.7 1 09/16/22 07:50 09119/22 09 29 7440-36-0 Arsenic ND mgfkg 28:4 1 09/16/22 07:50 091.19122 09:29 1440-38-2 Barium 292.. mg/kg 28.4. 1 0911W22 07:50. 09119122.0 :29 7440-39-3 Beryllium ND mgfkg 2.8 1 09/16/22 07:50 09119122:09;29 7440.4.1-7 Boron No mg/kg 142. 1 09[16/22 07:50 09/19/22 09:29 7440-42wB Cadmium No. rnglkg 2.8 1 09/16/22 07:50 09119122.67 29 7440-43.9 Calcium 70100 mgfkg 2840 1 09116122.07i50 09/19/22.09:29 7440-70-2 Chromium 20.3 mgfkg 14.2. 1 0911.6122 07,150 09119/22 09.29 7440-47-3 Cobalt N❑ mgfkg 28.4 1 09/16122 07:50 09119122 09:29 7440A84 Copper 203 mgfkg 14.2.: 1 09116122.07:50 09/19/22 09 29 7440-50-8 Iron 14900 mgfkg 569 1 091W22 07:50 0911.9f22 09,29 7439-89-6 Lead ND mg/kg 28.4 1 09116122.07:50 091.19/22 09:29 7439-92-1 Mag iesiurri 5050 mgfkg 1420 1 09f16122.07:50 09/19/22 09:29 7439-95=4 Manganese 129 mg/kg 14.2 1 09/16/22 01:50. 09/19/22 09:29 7439-06-5 .Molybdenum ND mglkg 28A 1 09116122.07:50 09/19/22 09:29 7439-987 Nickel 15.3 mglkg 14.2 1 09116/22 07:60 09/1012.2 09:29 7440-02-0 Potassium 6990 mgfkg 2840 1 09116/22 07:50 09/10/22 09:29 7440-09-7 .Selenium ND mgfkg 42.7 1 09116/22 07:50 09/19/22 09;29 77K-49-2 .Silver ND mgfkg 14:2 1 Q9116/2207;50 09/1912209:29 7440-22-4 Sodium 3700 mgfkg 2840 1 09/16/.22 07:50 09119122 0919 7440-23-5 Strontium 111 mgfkg 28.4 1 09116122.07-50 09/10122 09:29 7440-24-6. Thallium ND mgfkg 42.7 1 09/16/22 07:50 09/19/22 Q929 7440-28 0. Tin ND mg/kg 142 1 0.9116122.07:50 09119/22 09:25 7440-31-5 Vanadium ND mg/kg 2&4 1 606122.07:50 09/19122 09:29 7440-62-2. Zinc 486 mg/kg. 284 1 0.9116/22 07.:50 09/19/22 09:29 7440-66-6 Percent: Moisture Analytical Method: ASTM D2974-87 Pace Analytical -Services - grmon&6each Percent Moisture. 98.5 'Ic 0,10. 1 0911.6M 094.30 Sample: DIGESTE.R:SLUDGE #12 Lab ID: 92622029005 Collected. Q8123122 07:45 Received:..08/23122 08:15 aviatrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CPS No, Qua] 9040 pH Ana.Iytical Method: EPA 9040C Pace Analytical Services -Asheville pH at.25.Degrees C 7.0 Std. Units 0.10 1 :0813QI22 14:23 C 350.1 Ammonia Analytical Method: EPA 350.1 Rev 2.0.1993 Pace Analytical Services - AsheviIle Nitrogen, Amnnoriia 5.2 mglL .0.10 1 09/08/22 14:06 766441-7 Elate: 10f1312022 03.45 PM REPORT OF LABORATORY ANALYSIS This report sha]I not be reproduced, except in.full, without the wriiten consent of Pare Analytical Services, IL LC.. Page 6 of 28 laceAnalytical� � vnxiw,gaee1a65.tum ANALYTICAL RESULTS Pace Analytical Services, LLC 9898 Kihce; Ave: Suite 100 Huntersv lle, NC.28078 (704)875-9092 Project: DIGESTER SLUDGE: Aare Project No.: 92622029 Sample: DIGESTER SLUDGE ##12 Lab.10: 92822629005 Collected: 08/23/22 07:45 Received: 08/23/22 08:15 Matrix: Water Parameters Results Units Report Limif DF Prepared Analyzed CAS No. dual 365: i Phosphorus, Total Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1998 Pace Analytical Servicesm Asheville Phosphorus 282 mg/L 5.0 10 08/30/22 17:59 M31122 97:58 7723-14-0. Sample: DIGESTER SLUDGE #13 Lah ]D: 92622.029006 Collected; 08123l22 07:45 Received: 08123122.08:.15 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed GAS No. Cual. 10'i0. Flashpoint,Closed Cup Analytical. Method: EPA.10108 Pace.Ana]ytical Services - Asheville Flashpoint �200 deg F 70.0. 1 08/29122 14:50 .9040. pH Analytical Method: EPA 9040C Pace Analytical Services - Asheville pH at 25 Degrees .0 7.0 5td.. Units 0.10 1 08130122:14.27 Q Sarnple: DIGESTER SLUDGE #14 Lab ID: 92622029007 Collected: 06/23/22 OT45 Received: 081 M3 08:15 Matrix -Water Parameters Results Units Report Limit OF Prepared Analyzed. CAS No. Qual. 733C S Reactive Cyanide Analytical Method: EPA 9014 Preparation Method: SW446.73:3.2 Pace Analytica[ Services - Greensburg Cyanlda,.Raactive ND mglkg 1.0 1 .0813112214:15 08131/2215.14 7345 Reactive.5ulfide Analytical Method: SM 4500-S2-F-2011 preparation Method: SW-8.46 7.3:.4.2 Pace: Analytical Services - Greensburg Sulfide, Reactive.. ND :mgNg 1010 1 08/31/22 14^15 08131/22 14:20 4 Date; 10/1312022 03:45 PM REPORT OF LABORATORY. ANALYSIS This re part shall not he reproduced; except 1n full, witF out the written consent of Pac6AnalyticaI Services, LLC. Page 7 of 28 aceAnalyfrcai i www.paselehs,com r i ANALYTICAL RESULTS Project: MERCURY Pace Project No.: 92632045 Pacn.Analytical Services, LLC 9E00 Klnrey Ave: Sui;e 'lf)0 Huntersville,. NC 26W7 [704]876-9092 Sample:. TOBS DIGESTER Lab ID: 92632045001 Collected: 1.OM912208:00 Received: 10/19122 10:10 Matrix; Soild Results reported on a "dry weigh basis and are. adjusted. for percent mols fare, sample sire and any dilutions. Parameters Results Units Report Limit OF Prepared Analyzed. CAS No- Qua[ 7471 Mercury Ana[yticaI Method: EPA 74718 Pre paradon. Method: EPA 7471E Pace Analytical. Services - Asheville Mercury 2.2 mglkg 0:31 1 10120/22 13:15. 10121122.10:43 7439-97-6 J(Mi ), Percent Moisture Analytical Method .SW-846 Pace Analytica1.Seniices - Charlotte Percent Moisture 98.3 % 0010 1 10119/22 16:44 N2 REPORT OF LABORATORY ANALYSIS Th is: report sha11.nat-be reproduced, exceprin full.. Date: 10121'12022 02t59 PM without. the written consent of Pace Analytical Services, LLC: Page 4 of 11 aceAnalytrcaf wwiro.paeelahs.caiiE ANALYTICAL RESULTS Project: DIGESTER SLUDGE Pace Project. No.: 92622029 Pace Analytical Services, LLC 48GD Kircey.Ave. Suite 160 Huntersvlll6, NC 28619 1;7.94y875-9092 Sample: DIGESTER SLUDGE #8 Parameters Lab ID: 92622029001 Results Units Collected: 08123/22 07:45 Report Limit DF Received- 08/23/22 08t15 Matrix: Water Prepared Analyzed GAS No, (Dual 60.1OD. ATL ICP Analytical Method: EPA 6010D. Prepamtton Method: EPA 301OA Pace Analytical Services _ Peachtree Comers, GA Aluminum 65800 ug1L 500 1 09/01/22 09-59 09/01/22 1557 7429-90-5 Arsenic ND ug/L 150 1 0910,112.2 M59 091011.22 15:57 7440-38.2 D3 Cadmium ND yg1L 5010 1 09/01122 09 59 0910.1122 15:57 7440-43-9 D3 Capper 252.0 ug1L 160. 1 09/01/22:09:59 0910'i12215V 7446•564 Lead 206 uglL. 100. 1 09101122:09:59 09101/2215:57 .7439-92-1 Magnesium 6460D ug/L 25g 1 08101I22 00.59 09101122.15:57 7439=95-4 Molybdenum ND ugk 200 1 0910112209-59 0910112215`.57 7439-98-7 D3 Nickel 159 ug1L 100 1 0910112209:59 09101/221557 7440-02=0 Potassium 99200 ug/L 1000 1 09/01/22 09:59 09/01/22 15:57 7440 09-7 Selenium ND uglL 200 1 09/01/22 09:59 09101/2215:57 7782-49-2 D3 Sodium 51500 iaglL 5000 1 09/01/22 69:59 09/01122 15:57 7440-23-5 71np 5840 u.glL 100 1 09101/2209:59 091.0.112215:57 7440-65-6 .Sample: DIGESTER SLUDGE#9 Lab ID: 92622029002 Collected`. 08/23/22 07:45 Received::08123/22 08:15 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed. CAS No. Qual Plant Available Nitrogen Analytical Method` None Pace Anal yticaI Services - Asheville P[an .tAvailahle Nitrogen 483.. mg/L. 1 09/09/22 16:2.5 N2 350.1 Ammonia Anal yiica€. Meth.od:. EPA 350.1 Rev 2.0 1993 Pace Analytical, Services- Asheville Nitrogen, Ammonia 5.0 mg1L .0.10 1 09/08/22 14'04 7664.-41-7 351.2 Total Kjeldahl Nitrogen Analytical method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351-2 Rev 2.0 1993 Pace. Analytical Services - AsheviIle. Nitrogen, Kjeldahl, Total 461 mgiL 5010. 5 08/81/22 19:19 09/01/22 04:19 7727-37-9 3512 Nitrogeri,.N021NO3 unpres Analytical Method; EPA 353.2 Rev 2:0 1993 Pace. Anal yticaI Services - Asheville Nitrogen, NO2 plus NO3 344 mg1L 10,0 250 08124/22 00;40. Nitrogen, Nitrate 344 mg1L 10.6 250. 08124122.00AO 14797-55-8 Nitrogen, NiWle 0.651 mg1L 0.040 1 08124122 00.20 14797-65-0: Sample: DIGESTER SLUDGE #10 Lab ID: 92622029003 Collected;. 08/23/22 07:45 Received: 08/23122 08;15 Matriit: Water Parameters Results. Units Report Limit ❑F Prepared Analyzed CAS No, Qual 254OG Total Percent Solids Analytical Method: SM 2540G-2011 Pace Analytical Services - Charlotte Total Solids 1.3 °Ia 0.10 1 0812912214:51 REPORT OF LABORATORY ANALYSIS This report she II notbe reproduced, except in fu[[, Date: 0912.012022 08:21 PM without the. written: consent of Pace Ana[yt[cal.Services,.LLC- Page 5 of 28 -_' aceAnalyicai www pa�elat:s,r:om ANALYTICAL RESULTS Pace Analytical Services; LLC 9800 KinceyAve, Suite! 00 H Lime rsvill e, 11C 28478 (7.44)875-9092 Project: DIGESTER. SLUDGE Pace Project: No.: 92622029 Sample: DIGESTER SLUDGE:#B. Lab ID- 92622CI29001 Collected- 08123122.07�45. Received: 0812312208:.15 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed OAS No Qua! 6010D ATL iCP Analytical Method: EPA 6G1OD Preparation Method: EPA 301.OA Pace Analytical Services -Peachtree Comers, GA Aluminum .65800 ug1L 600 1 09/61/2209:59 .0910112215:57 7429-90-5 Arsenic NO ug(L 1.5.0. 1. 09/01/22 09;59 09101122:15:57 7440-3.8-2 D3 Cadmium ND ug1.L 50.0 .1 09/01122.09.59 0910112215:57 7440-43-9 D3 Copper 2520 ugIL 100 1 09101/2209:59 0910112215:57 1440-50-8 Lead 206 ugll_ 1.00 1 09/01122 09:59 09/01/22 15:57 7.439-92-1 Magnesium 64600 uglL 256 1. 09/01/22 09:59 09/01/22 15:57 743945-4 Molybdenum Nf7 u.glL 200 1 09/01/22 09;59 09/01/22 15:57 .7439-98 7 D3 Nickel 159 ug1L 100 1 09/01/22 09:59 00/01/22 15:57 7440-02-0. Potassium 99200 ug/L 1000 1 09/01122 09:59 091.0.112.2 15:57 7440-09-7 Selenium ND ug1.L 200 1 09/01/22 09:69 09/01/22 15:57 TT82-49-2 D3. Sodium 51500 ug1L 5000 1 09/0/122 09:59 09/0.1/22 15-67 7440-23-5 Zinc 5840 uglL 10Q 1 09/01/22 09 59 .09101122 15;57 7440-66-6 Sample: DIGESTER SLUDGE 99 Lab l0: 92622.029002 Collected; 08/23/22 07,45 Received: 08123122 08:15 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua] Plant -Available Nitrogen Plarlt Available Nitrogen 350.1 Ammonia Nitrogen, Ammonia. 351.2 Total Kjeldahl Nitrogen Nitrogen, Kjeldahl, Total 353.2 Nitrogen, N021NO3 unpres Nitrogen, NO2 plus N09 Nitrogen, Nitrate Nitrogen, Nitrite Analytical Method: None Pace Anal ytica€.Services -Asheville 4.83 mg1L. 1 09/09/2216:25 N2 Analytical Method: EPA 350.1. Rev 2.0 1993 Pace Analytical Services -Asheville 5.0 mg/L 0;10 1 09/0812214:04 7664417 Analytical Method: EPA 851.2 Rev 2.0 1903 Preparation Method: EPA 351 J.Rev 2.0 190 Pace Analytical Services - Asheville. 461 mg/L 50k 5. 08/31122 1919 00/01/22 04:19 7727-374 Analytical Method:: EPA 853.2 Rev 2.0 199.3 Pace Analytical Services - Asheville. 344 mg1L 10:0 2501 OW24122 OOAO 344 mg1L 1.0.0 250 o8124122 00:A0 14.797.55-8 0.051 mg/L. 0.:040 1 08/24/22 00.20 14797-65-0 Sample; DIGESTER SLUDGE #10 Lah IQ: 92622029003 Collected: 08/23/22 07:45 Received: 08/23/22 08:15 Matrix: Water Parameters Results units Report Limit DF Prepared Analyzed CAS No. Qua! 254OG Total Percent -Solids Analytical Method:. SM 2540G-2Q11 Pace Analytical:Services - Charlotte Total Solids 1.3 % 0.10 1 08/24122 14:51 REPORT OF LABORATORY ANALYSIS. This report shA not be reproduced; except in foil. Date: 10/13/2022 03:45 PM without.the written eonsent.of Pa ce An 610 ical Services, LLC. Page 5 of 28 82: dp Sz afed I� a a m a= o C RI L - Hd 1 ua6OJIIN eivawuay x : z ^� Snaoydsou d G (�JVS) oiled uoiadaospy uanfpOS x i 7 ! '� m m a c NAI I [uogejnojeo Aq] NVd x o - �� _ '_ T SpyOS le'101 W80JOd- x v _ !{ _ uaBOA N 9l!A!N-alesM x w ro „ ' .� Y _1 N 3 ` _ = umipoS 1 wnisseaad 1 ujn:oje� x N _ 1== N � a 3uIZ 1 wnival@S 1 uanuapgAjoVy xlip _ G 19PN ! tinaaan 1 wnisau6eW 1 peal x LL V joddoj 1 winLupe313ivasad 1 uunuiwnIV x R M rl iJ 00 54 X J � a 7 M1C o m° rz ^ r fi rs y D it _� _ ❑ N n3 LL C G= K ^ C �+ o -�. t`. .0 c d Q z�— v' _Z. _2 qA tz to to 04 I 77 F a a a V•7 v'1 cn V1 V'f �i ^1 u do 9z abed z r a h o 5 C - Z. v j c_ i � CL : i V • rp C ro in U � (y 7 y � m NJ �1 .. � y a7� " J -_ y I a G Jf;lnlj�f?a� x x m m l � � r Ny D U zLei Z C r0 r W.~ Z yy 7 0 �y x av •- P u - � i s _ ti h��S o, i _� 0 ij `.� l'� 13 _ Q _ - 6 _ 21 2 a r ._ O H . � �� � 1 " .V1■� S y C C d �} f 1 1� \�1 �- �• _ frT V r w ao. e CL i- C bD w DD W aD w DD to OC hD U .aD CA � MDm hD � hD 'CO "2 m to hQ Ito CD _ E E E E E E E E E E E E E M G C O O GC p G Q UZ d � m o a a o 0 0 0 0 o a o a a a a o a o a Q a:a o a o a 0 a 0 0.0 0 0 0 tl II 11 if IF I1' It II II i1 It IP 11 o m m m m rn m .1, m r*m m m m m + a C; s o: a a. o' o o c5 u 'u U a p a a a a m m -a. a -a a -0 -0 a w d ww IV m ar (V V a.t. w a) a, a a a a :R 7R a s -a a s a s L] O g n 0© a a Q a Q .Q Ncz LL E <E E E 'E E E E. E E .E. .E 'E P Q a Q. Q Q O Q 'a a s O a J 1 ��5 ' fl EI II 11 .EI I it It lE ii I 31 It IE 31 a s a0000ca00oa0 a . -I a a O :6 a s 0 :c a 4� I"A s �. °�° a a a a a a a ❑ ❑ ❑ ❑ ❑ . a; [� E G] a 47 s al a a7 a w a al a a7 Q] Cl "OJ N N a1 ❑' 77 7 7 �7 7 .:2 7 a 7 m 7 a 7 k 7 a �7 a 27 ©q in120aaaiS a `o LL " m rn rn m ni m 'm m m m m m. M. v ri rY r-I r-I r-1 r-t r-I H r-[ r1 ri H s-i o Q o Q Q P Q a a Q a a Q 0 0 0 0 0 0.0 0 a 0 0 C.0 0 b .9 ell 3. 3, c. C N � v a o a _,j _J J ._[ .,,j -j J J J J to LYi aD hD ?�5 7 7 3 7 '3 3 7 7 CI � 7' ❑ ❑. Q N r a E 2 a G E V Q- C r❑j. V.)E 4 cD cD 'ca 'm aD m m m = E E E E 8 E E E 0 00 TV N .; 0 0 a7 tp ci :2. .a K M rl. N m IN m aai � a o m mr1 0. .. = 00 0 :0 0 .to P kD as Im u .vim E m 10 �' n 'd v � ry m m It. It 11 11 Ill. 1[ 11 It m m .m m m m m m }n 7 ❑ u 0 .� P O O. Q 0 C.1 Q O a a❑ cs o❑ 'aj w as v aj ar C] :� O. P3 a a a Q a a C H rN a m E L.L a tV a N fa 1- o w E `o u. m m m m m m m m .H a'a.Q � ❑ t7 0 Ci p O. p � 4 ❑ m u am 9 a'. �z �9. ZA L N ❑ N ns a LJ . `^ a '40 PD 0.a pD M m m E E. E E E E E. E y H N m ID CO A7 p r N IZ ��-+' '77 '�� ❑ E -J..Y _,'❑ E. :rD z z 2 n ._ ai c o aJ w ' a7 'al a7 MO a] bo t ..�to 2 2 Z 2 2 a. a N OD Q Z Z N M rC . 'o S m m " E v. l d N � E � a a ❑ E N 6D ❑ f>r 1 fCE o ro E rl a °J C i V o- 1J. Df P a C a.+ 3 9] •� .a7 a to LL' S. LL C Sodium Absorption (Ration (SAR) 2022 8/23/2022 Results Calcium -- 70100 mg/kg Magnesium — 5050 mg/kg Sodium -- 3700 mg/kg Ca - molar mass is 4.0.4 Mg — molar mass is 24.3 Na -- molar mass is.22.9 Ca concentration = (701.00 mglkg x 2)140 = 3505 Mg concentration = (5050 mg/kg x.2) 124.3 = 415 Na concentration = (3700 divided by.22.9) = 1.61 meq/L SAR is: Concentration of Na in meq/L divided by the square root of %2 x (concentration of Mg in meglL + concentration of Ca in meq/L) Sum of Ca and Mg = 3920, half of Ihat is 1.960 Square root of 1960 = 44.27 Na is 161 The SAR results is: 16.1144.27. - 3.63 meq/L Analytical Results Pace Analytical 9800 Kincey Suite 100 Huntersville, NC 28078 Receive Date: 08/23/2022 Reported: 08/24/2022 For: Town of Boling Springs WWTP Comments: STATESVILLE ANALYTICAL 0 Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst 220823-20-01 Fecal Coliforms 1 <1538 MPNIg SM92210E-2006 08/23/2022 MD 220823-20-01 Percent Solids 1 1.3 % SM254OB-2011 08/23/2022 MD 220823-20-02 Fecal Coliforms 2 <1563 MPN/g SM92210E-2006 08/23/2022 MD 220823-20-02 Percent Solids 2 1,28 % SM254OB-2011 08/23/2022 MD 220823-20-03 Fecal Coliforms 3 <1563 MPNIg SM92210E-2006 08/23/2022 MD 220823-20-03 Percent Solids 3 1.28 % SM25408-2011 08/23/2022 MD 220823-20-04 Fecal Coliforms 4 1538 MPNIg SM92210E-2006 08/23/2022 MD 220823-20-04 Percent Solids 4 1.3 % SM2540e-2011 08/23/2022 MD 220823-20-05 Fecal Coliforms 5 <1526 MPNIg SM92210E-2006 08/23/2022 MD 220823-20-05 Percent Solids 5 1.31 % SM2WE-2011 08/23/2022 MD 220823-20-06 Fecal Coliforms 6 a1538 },MPNIg SM92210E-2006 08/23/2022 MD 220823-20-06 Percent Solids 6 1.3 % SM25408.2011 08/23/2022 M❑ 220823-20-07 Fecal Coliforms 7 <1504 MPNIg SM92210E-24306 08/23/2022 MD 220823-20-07 Percent Solids 7 1.33 % SM254OB-2011 08/23/2022 MD Respectfully submitted, Melissa Myers NC Cert #440, NCDW Cert #37755, EPA #NC00909 PO Box 228 ■ Statesville, NC 28687 • 704/872/4697 Page 1 of 4 V;O t abed L69WZLSIVOL • L898Z ON `af!!nsajCjS ■ 8ZZ XOS ❑d 13 V7 m O ❑ CD 00 1"J 0 -0 In 3 j 3 r � N N � ra U L i+ EL 4 1 /vim i-+ y M C� ny PATHOGEN & VECTOR. ATTRACTION REDUCTION FORMS ANNUAL PATHOGENI AND VECTOR ATTRACTION RE, D€1CTION. FORM (503 Runes) FacilityName.: Town .of Roiling Springs. WWTP:Name- Town of Boiling Springs WWTP W.Q Permit Number: NPDES Number: WQ0018352 NCO071943 Monitoring Periodi From 1I112022. To 12131:1202 Pathogen. Reduction. (40 CFR 503.32) - Please indicate level achieved and alternative performed: Class. A: Alternative 1. D A ttema6ve 2 � Altemative 3 0 Alternative 4 0 Alternative 5 AIternative G J If applicable to alternative perforned. (Class A only) indicate "Process to Fuiflier Reduce Pathogens": compost D Heat Drying ;„ j Hent Treatment El Thennophilic 0 Beta .Ray -j Gamma Ra. 0 Pastetirization ._j Class .B: Allernritive 1 'L?J Alternative 2 1 If applicable to alternative performed. (Class B only). iuchizate "Process to Significantly Reditee.Path ogeus": Lime Stabilization: Ll Air D yittg ] Compostinit i J Aerobic Digestion J Anaerobic.Digestion If applicable to alternative: performed (Class A: or Class B) complete the following monitoring data: Parameter Allowable Level in Sludge Pathogen Density.Number ❑ Excee- dences of Analysis Sample Type �ca na ytF.requehcy Te�h- ni ue Minii'nu . Geo. MeariMaximu Units Fecal Coliform 2 x to to ihe.. 5th power per gram of total solids MPN .1.5.04 153.E 1553 MPNJg 0 7/year Grab SM922.1 CPU 1000 mph per:gram of.total solid (dry weight) Salmonella bacteria (in lieu. of fecal coliform) 3 MPN per 4 grams total solid (dry. weight) Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed: Al.t.I (VS reduction) [j Alt. 2 (407day bench) =.� Alt. 3 (3.07day bench) Lj Alt..4 (Spec. Q, uptake.) ElAlt. 5 (14-Day Aerobic) Lj Alt. b (Alk. Stabilizatiion. LJ Alt 7 (Drying - Stable.) l0 Alt.. 8 (Drying - Unstable). Ll Alt. 9 (Injection) Alt. 1t7.{Incorporation) �Lj No vector attraction reduction alternatives were,performed Ll CERTIFICATION STATEMENT (please check the appropriate statement) "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector Attraction reduction requirement In 40 CFR 503.33 have been tnet." J �,i certify, under penalty of law, that the. pathogen requirements in 40 CFR 543.32 and the vector attraction reduction requirement in 40 CFR $03.33 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 aril aware that there are significant penalties for false certification including dine and imprisonment." V .' W 71 Preparer Name and Title (type or print) land Applie..r . ame and Title (if.applicable)(type o..r print) 3 Sv c — Z.72 - -3 Signature of Preparer* Date Signature of Land Applier (if applicable) Date *Preparer is defined in 40 (FR.-Part 5.03..9(r). - and 15A. NCAC 21' .11.02.(26) DENR FORM PVRF 503 (12/2008) Annual Pathogen and hector Reduction Summary Town of Boiling Springs permit # WQOO18352 2022 Fecal Coliform - Class B There were seven (7) test results provided.by Pace Analytical Services in Huntersville,. The calculated Geo Mean for the Fecal Coliforrn samples was 1.53.8 MPNIg. Vector Attraction. Reduction Option 4 Sour test results are reported in the attached data showing seven (.7) test results at 0.56 mg Oxygen/glhr or less for Specific Oxygen Uptake Rate. End temperature for each test. result was under 30 Degrees Celsius and the percent solids were under 2% for each result: Time {minutest' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name: Biosolids Permit Number: Date: Digester Temperature: Sampling Date/Time: Sampled By: Analysis Date/Time: Analyzed By: Sample Volume: Total Solids: Beginning Temperature: End Temperature: Dissolved Oxygen Level (mg/1) 45 a0 Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of Boiling Sprin s,NC WQ0018352 8/23/22 23 8/23/22 Todd Humphries 8/23/2022 15:46:00 AM Todd Humphries 300 m 1.3 % 23 df 22 de illiliters Dry Solids ,grees Celsius agrees Celsius 2.21 mg Oxygenlhr 0.57 mg Oxygenlglhr 23 degrees Celsius 0.863837599 Temperature Corrected Specific Oxygen Uptake Rate: 0.49 mg Oxygenlglhr Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically. (1) 2 3 4 5 6 7 Circle Test # PH 1 6.9 @ 0547 Time (minutes) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name: Biosolids Permit Number: Date: Digester Temperature: Sampling Date/Time: Sampled By: Analysis DatelTime: Analyzed By: Sample Volume: Total Solids: Beginning Temperature: End Temperature: Dissolved Oxygen Level (mg/1) 5.72 Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of Boiling Springs,NC W 0018352 2 23 8/23/22 Todd Humphries 8/23/2022 6:00 Todd Humphries 300 1.28 23 22 0.0 6.3 0.6 milliliters '/o Dry Solids degrees Celsius degrees Celsius 2.47 mg ❑xygenlhr 0.64 mg Oxygenlglhr 23 degrees Celsius 0.863837599 Temperature Corrected Specific Oxygen Uptake Rate: 10.56 mg Oxygenlglhr Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically. 1 (2) 3 4 5 6 7 Circle Test # Time (minutes) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name: Biosolids Permit Number: Date Digester Temperature Sampling DatelTime Sampled By Analysis Date/Time Analyzed By Sample Volume: Total Solids: Beginning Temperature: End Temperature - Dissolved Oxygen Level (mg/1) Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of oiling Springs,NC W 0018352 8/23/22 23 8/23/22 Todd Humphries 8123/202216:15:00 AM Todd Humphries 300 1.28 23 22 0.0 5.9 1.0 milliliters Ia Dry Solids legrees Celsius legrees Celsius 2.46 mg Oxygenlhr 0.64 mg ❑xygenlglhr 23 degrees Celsius 0.863837599 Temperature Corrected Specific Oxygen Uptake Rate: mg Oxygen/glhr Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically. Circle Test # Time (minutes) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name: Biosolids Permit Number: Date: Digester Temperature: Sampling Date/Time. Sampled By: Analysis Date/Time: Analyzed By. - Sample Volume: Total Solids: Beginning Temperature: End Temperature: Dissolved Oxygen Level 6.05 6.04 6.06 5.80 Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of Boiling Springs,N WQ0018352 8123l22 23 8/23/22 Todd Humphries 8/23/2022 / 6:30 AM Todd Humphries 300 1.3 23 22.0 0.0 6.2 1.0 milliliters % Dry Solids degrees Celsius degrees Celsius 2.09 mg Oxygenlhr 0.54 mg ❑xygenlglhr 23 degrees Celsius 0.863837599 Temperature Corrected Specific Oxygen Uptake Rate: mg Oxygenlglhr Instructions: Enter Data in the Blue Boxes, The Calculation and the Spreadsheet execute automatically. 1 2 3 (4) 5 6 7 Circle Test # Time (minutes) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name: Biosolids Permit Number: Date: Digester Temperature; Sampling Date/Time.- Sampled By; Analysis Date/Time: Analyzed By: Sample Volume: Total Solids: Beginning Temperature: End Temperature: Dissolved Oxygen Level (mg/1) 5.64 5,59 5,56 Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of Boiling Springs,N WQOO18352 8/23/22 23 8123/22 Todd Humphries 8/23/2216:45 AM Todd Humphries 300 1.31 23 22.0 milliliters % Dry Solids degrees Celsius degrees Celsius 1.99 mg Oxygenlhr 0.51 mg Oxygenlglhr 23 degrees Celsius 0,863837599 Temperature Corrected Specific Oxygen Uptake Rate: 4.44 mg Oxygenlglhr Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically. 1 2 3 4 (5) 6 7 Circle Test # Time (minutes) 0 1 2 3 4 5 6 7 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name Biosolids Permit Number Date Digester Temperature Sampling Date/Time Sampled By Analysis Date/Time Analyzed By Sample Volume Total Solids Beginning Temperature End Temperature Dissolved Oxygen Level (mgll) 05 5.81 5 785.74 Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of Boiling Springs,NC WQ0018352 8/23122 23 8/23/22 Todd Humphries 812 2217:00 AM Todd Humphries 300 1. 23 22,0 0.0 6.0 1.0 milliliters Yo Dry Solids legrees Celsius iegrees Celsius 2.21 mg Oxygenlhr 0.57 mg Oxygenlglhr 23 degrees Celsius 0.863837599 Temperature Corrected Specific Oxygen Uptake Rate: 0.49 mg Oxygenlglhr Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically. 3 Z 3 4 5 (6) 7 Circle Test # Time (minutes) a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Specific Oxygen Uptake Rate SOUR Facility Name Biosolids Permit Number: pate Digester Temperature Sampling Date/Time Sampled By Analysis DatefTime Analyzed By: Sample Volume: Total Solids: Beginning Temperature: End Temperature: Dissolved Oxygen Level 5.68 5.67 5.67 5.65 5, Slope: Intercept: Correlation Coefficient: Oxygen Uptake Rate: Ambient Specific Oxygen Uptake Rate: Average Temperature: Temperature Correction Factor: Town of Boiling Springs,NC WQ0018352 8/23/22 23 123122 ❑d d 7ump7ries 131 17:15 AM Todd Humphries 300 1.33 23 22.0 0.0 5.8 1.0 ,milliliters Ya Dry Solids Degrees Celsius Degrees Celsius 2.53 mg Oxygenlhr 0.63 mg Oxygenlglhr 23 degrees Celsius 0.863837599 Temperature Corrected Specific Oxygen Uptake Rate: 0.55 mg Oxygenlglhr Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically. 1 2 3 4 5 6 (7) Circle Test # SOIL ANALYSIS REPORT 2 N R c c Qyy O J M to N p >2 m �n N � � a 2 C G N 7 M U NxU. C �' C7 u o C C cc a Q m p "' 3 CL LL C 3 L z a � 1.4 a- C\l W v N � � m N N y m o U] W J J O a Q a CC •� J J Q VID c �z Q N CV N O N N co Oy 7+ N o Q Q U � N C7 lz N V Q Z co to N 7+Y Q1 T C7 a Q N N � ¢ = Y E2 N Y CU r U T li7 N N y d �60]� � � O y = o Z Z a u GCi to CC o 0 w � @ 0 U q �r�,,. T iE O v M u] m d o E L .x m (D � C N cc = Cl. es U)Q E Q = Q' cn ca r cA = 'p CO c� m UJ Vl E nCC j j S G cc 0 E CY O CD u� m a H v o > a > 6 G U g oq LO Q- o U$ Cl) II C") u V a Q n Z a z d m z > :? N 61 c R {6 m C) n :1 !E j m j ¢s N Id 9. II It II C C m C3 " IZ a Z Z n U m (j [s Z d > n > CL G C N C7 jV E II a q a R T ri Z Z 2 o � v L � U7 y II II E -Z '� Z C aQ. d co Er 7 ' c py 11 II .L"' Z Z C, a N Z N Z x a� " Z rD uj Q p •% +'+ m o Z In In O M m C] a cc cc cc cc C7 as m I cC°� 00 coY M Z � O os❑_ mA_ �a ax7 ..2 m m a a r � N �p 3 C C 33 d) °1J_o r2 m3a J f6 2. 9 a N N ui U C 51 Q R c r W� nG1 mw o m 7 c 0 �m=ic e'9L� U �uj 2 Page 4 of 4 0 N N a x - W q 'yam T v + wiz I wr.pos x x cco a �^ wnlsselod x x g CN . snloydsoyd x x o 3aPEN O'LunH (IID x x a a a CV � asaueBueW x x � ,� d uinisauBeiN x x 2 n W q dS3) 03D x x G "> _ ti .� - jaddoo I Lunialao x x Hd l Alipay x x k ' S ry ry .V x v O cr 0 ri A v m m u N N. v�l n c E n - U +Yl OD Q a __ "V + r�� a L _ v 0 G1 p n-Z n n