WQ0018352_Residual Annual Report 2021_20220225

Non-Discharge Branch Upload/Submittal Form �.
NORTH CAROLINA
EnWrvnmenfol Quoity
Version 2-Revised June 23,2020
Initial Review
Reviewer Thornburg,Nathaniel D
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* 2021
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* Phone Number*
[e-mail] 704-434-2357
Project Information
Application/Document Type* New(Fee Required) Modification-Minor
Modification-Major(Fee Required) Renewal
Renewal with Major Modification(Fee GW-59, NDMR,NDMLR, NDAR-1,
Required) NDAR-2
Annual Report Residual Annual Report
Additional Information Change of Ownership
Other
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://edocs.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.
2021 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 [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form,Engineering Plans,Specifications,Calculations,Etc.)
2021 Annual LA Residuals Report.pdf 6.77MB
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
Submission Date 2/25/2022

THE TOWN OF
BOILING SPRINGS
Date: 2/21/2022
To: The Information Processing Unit
NCDWR Non-Discharge Branch
1617 Mail Service Center
Raleigh,NC 27699-1617
Re: 2021 Annual Land Application of Residuals
Town of Boiling 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 2021
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.
Sincerely
J ti angina
Town Manager
Town of Boiling Springs
Enclosures:
Annual Land Application Report 2021

ANNUAL LAND APPLICATION
OF RESIDUALS
2021 ANNUAL REPORT
TOWN OF BOILING SPRINGS 'I
Permit No. WQ0018352
THE TOWN OF
BOILING SPRINGS

CERTIFICATION FORM

ANNUAL LAND APPLICATION CERTIFICATION FORM
WQ Permit#: WQ0018352 County: Cleveland Year: 2021
Facility Name(as shown on permit): Town of Boiling Springs
Land Application Operator: Todd Humphries Phone: [phone]
Land application of residuals as allowed by the permit occurred during the past calendar year?
Yes El 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 Summary:
Total number of application fields in the permit: 3
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: 14.9
Total number of acres utilizes for land application during the year:I 26.2
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. iJ Yes 1] 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 pH 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.1105(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 I 5A NCAC 02T.I 111 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:
"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 aware that there are significant penalties for submitting false information,including the
possibility of fines and imprisonment for knowing violations."
4„
Justin Longino/Town Manager -`s
g z3
'l.t
gtur
t
Permittee Name and Title(type or print) -of Permittee Date
Signature of Preparer* 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 15A NCAC 02T.1102(26) DENR FORM ACF(12/2006)

RESIDUALS SAMPLING FORMS

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METALS FIELD LOADING SUMMARY
LAND APPLICATION FIELD SUMMARY

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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): 10.36
Permit#: WQ0018352 Cation Exchange Capacity(non 503 only):
Operator: Todd Humphries Owner: James Petty Predominant Soil Series:Pacolet-Bethieher
Acres Used: 9.84 Acres Permitted: 22.41 Site#: 1 Field#: dP1
Residual Analysis Data (Heavy Metals and Total Phosphorus use mglkg, % Solids use Raw Percent#):
Sample or_1_ 2 3 4 5 6 _. 8 9 10 11 12
Com-
posite
_
Date 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21
%Solids 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
Arsenic 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48
Cadmium 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253 0.253
Copper , 40.7 40.7 40.7 40.7 40.7 40.7 40.7 40.7 40.7 40.7
Chromium
Lead 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6
Mercury 0.473 0.473 0.473 0.473 0.473 0.473 0.473 0.473 0.473 0.473
Molyb- 1.64 1.64 1.64 1.64 1.64 1.64 1.64 1.64 1.64 1.64
denum
Nickel 3.08 3.08 3.08 3.08 3.08 3.08 3.08 3.08 3.08 3.08
Selenium 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07
Zinc 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3
Total
Phos- 22867 22867 22867 22867 22867 22867 22867 22867 22867 22867
phorus
Annual Heavy Metal Field Loadings (Calculated in lbs/acre):
Total _1 2 3 4 5 5 7 8 9 10 11 12
DTIAc.I 1-3
App.
Event 0.08 0.14 0.13 0.08 0.04 0.11 0.11 0.03 0.09 0.25
Arsenic 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.000 0.000 0.003
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 0.00I
Copper 0.006 0.011 0.010 0.006 0.003 0.009 0.009 0.002 0.007 0.021 0.000 0.000 0.086
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 0.000 0.00I 0.00 i 0.000 0.000 0.001 0.001 0.000 0.000 0.001 0.000 0.000 0.005
Mercury 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _0.000 0.000 0.001
Molyb- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.000 0.000 0.003
denum
Nickel 0.000 0.001 0.001 0.000 0.000 0.001 0.001 0.000 0.001 0.002 0.000 0.000 0.006
Selenium 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.000 0.000 0.002
Zinc 0.013 0.024 0.022 0.013 0.007 0.020 0.020 0.004 0.016 0.044 0.000 0.000 0.184
Total
Phos- 3.476 6.403 5.808 3.476 1.738 5.214 5.214 1.143 4.070 11.616 0.000 0.000 48.158
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".
Z -ZI z Z
Signature of Land Applier Date
DENR FORM MFLSF(12/2006)

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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): 4.52
Permit#: WQ0018352 Cation Exchange Capacity(non 503 only):
Operator: Todd Humphries Owner: James Petty Predominant Soil Series:Pacolet-Bethieher
Acres Used: 16.36 Acres Permitted: Site#: 2 Field #: JP2
Residual Analysis Data (Heavy Metals and Total Phosphorus use mg/kg, % Solids use Raw Percent#):
Sample or 1 2 3 4 5 6 7 8 9 10 11 12
Com-
posite
Date 9/30/21 9/30/21 9/30/21 9/30/21 9/30/21
%Solids 1.5 1.5 1.5 s 1.5 1.5
Arsenic 1.48 1.48 1.48 1.48 1.48
Cadmium 0.253 0.253 0.253 0.253 0.253
Copper 40.7 40.7 40.7 40.7 40.7
Chromium
Lead 2.6 2.6 2.6 2.6 2.6
Mercury 0.473 0.473 0.473 0.473 0.473
Molyb- 1.64 1.64 1.64 1.64 1.64
denum
Nickel 3.08 3.08 3.08 3.08 3.08
Selenium 1.07 1.07 1.07 1.07 1.07
Zinc 87.3 87.3 87.3 87.3 87.3
Total
Phos- 22867 22867 22867 22867 22867
phorus
Annual Heavy Metal Field Loadings (Calculated in lbs/acre):
Total 1 2 3 4 5 6 7 8 9 10 11 12
DT/Ac./
App.
Event 0.08 0.05 0.08 0.06 0.02
Arsenic 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001
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 0.006 0.004 0.006 0.004 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.022
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 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.001
Mercury 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
Molyb- 0 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001
denum
Nickel 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002
-Selenium 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001
Zinc 0.013 0.009 0.013 0.010 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.048
Total
Phos- 3.476 2.470 3.476 2.515 0.686 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.623
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 Date
DENR FORM MFLSF (12/2006)

RESIDUALS ANALYSIS LAB SHEETS

Illi Pace Analytical Services,LLC
Pace Analytical 9800 Kinney Ave. Suite 100
Huntersville,NC 28078
wompacelabs.com
(704}875-9092
ANALYTICAL RESULTS
Project: DIGESTER SLUDGE TEST ANNUAL
Pace Project No.: 92564384
Sample: DIGESTER SLUDGE#8 Lab ID: 92564384001 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method:EPA 6010D Preparation Method:EPA3010A
Pace Analytical Services-Asheville
Aluminum 21800 uglL 100 1 10/04/21 11:58 10/07/21 17:43 7429-90-5
Arsenic 22.2 ug/L 10.0 1 10/04/21 11:58 10/07/21 17:43 7440-38-2
Cadmium 3.8 uglL 1.0 1 10/04/21 11:58 10/07/21 17:43 7440-43-9
Calcium 487000 ug/L 1000 10 10/04/21 11:58 10107/21 17:33 7440-70-2
Copper 611 ug/L 5.0 1 10/04/21 11:58 10/07/21 17:43 7440-50-8
Lead 0.039 mg/L 0.0050 1 10/04/21 11:58 10/07/21 17:43 7439-92-1
Magnesium 42000 ug/L 100 1 10/04/21 11:58 10/07/21 17:43 7439-95-4
Molybdenum 24.6 ug/L 5.0 1 10/04/21 11:58 10/07/21 17:43 7439-98-7
Nickel 46.2 ug/L 5.0 1 10/04/21 11:58 10/07/21 17:43 7440-02-0
Potassium 83700 ug/L 5000 1 10/04/21 11:58 10/07/2117:43 7440-09-7
Selenium 16.1 ug/L 10.0 1 10/04/21 11:58 10/07/21 17:43 7782-49-2
Sodium 52100 ug/L 5000 1 10/04/21 11:58 10/07/21 17:43 7440-23-5
Zinc 1310 uglL 10.0 1 10/04121 11:58 10/07/21 17:43 7440-66-6
245.1 Mercury Analytical Method:EPA 245.1 Rev 3.0 1994 Preparation Method:EPA 245.1 Rev 3.0 1994
Pace Analytical Services-Asheville ,
Mercury 7.1 ug/L 2.0 1 10/06/21 11:30 10/07/21 13:37 7439-97-6
Sample: DIGESTER SLUDGE#9 Lab ID: 92564384002 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Plant Available Nitrogen Analytical Method:None
Pace Analytical Services-Asheville
Plant Available Nitrogen 499 mg/L 1 10/18/21 10:27 N2
350.1 Ammonia Analytical Method:EPA 350.1 Rev 2.0 1993
Pace Analytical Services-Asheville
Nitrogen,Ammonia 8.4 mg/L 1.0 10 10/15/21 10:48 7664-41-7 Y
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-Asheville
Nitrogen,Kjeidahl,Total 654 mg/L 50.0 5 10/11/21 20:29 10/12/21 05:08 7727-37-9
353.2 Nitrogen,NO2IN03 unpres Analytical Method:EPA 353.2 Rev 2.0 1993
Pace Analytical Services-Asheville
Nitrogen,NO2 plus NO3 301 mg/L 4.0 100 10/02/21 01:00
Nitrogen,Nitrate 299 rng/L 4.0 100 10/02/21 01:00 14797-55-8
Nitrogen,Nitrite 1.6 mg/L 0.040 1 10/02/21 00:08 14797-65-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:10/25/2021 05:04 PM without the written consent of Pace Analytical Services,LLC, Page 5 of 25

/62 Pace Analytical Services,LLC
• 9800 KinceyAve. Suite 100
au iiii�iJ`r u( Huntersville.NC 28078
www.pacelabs.cont [phone]
ANALYTICAL RESULTS •
Project: DIGESTER SLUDGE TEST ANNUAL
Pace Project No.: 92564384
Sample: DIGESTER SLUDGE#10 Lab ID: 92564384003 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix: Solid
Results reported on a"dry weight"basis and are adjusted for percent moisture,sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua!
2540G Total Percent Solids Analytical Method:SM 2540G-2011
Pace Analytical Services-Charlotte
Total Solids 1.5 °I° 0,10 1 10/07/21 17:45
Percent Moisture Analytical Method:SW-846
Pace Analytical Services-Charlotte
Percent Moisture 98.5 °I° 0.10 1 10/07/21 17:41 N2
Sample: DIGESTER SLUDGE#11 Lab ID: 92564384004 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Metals(ICP)6010D Analytical Method:EPA 6010D Preparation Method:3015
Pace National-Mt.Juliet
Calcium 1190000 ug/L 9000 9 10/22121 12:49 10/22/21 22:11 7440-70-2
Magnesium 85800 ug/L 9000 9 10/22/21 12:49 10/22/21 22:11 7439-95-4
Sodium 58300 ug/L 27000 9 10/22/21 12:49 10/22/21 22:11 7440-23-5
Calculated Results Analytical Method:Calculated Preparation Method:Cale
Pace National-Mt.Juliet
Sodium Adsorption Ratio 0.439 1 10/22/21 22:11 10/22/21 22:11 SAR
Sample: DIGESTER SLUDGE#12 Lab ID: 92564384005 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
9040 pH Analytical Method:EPA 9040C
Pace Analytical Services-Asheville
pH at 25 Degrees C 7.7 Std.Units 0.10 1 10/12/21 16:41 Q
350.1 Ammonia Analytical Method:EPA 350.1 Rev 2.0 1993
Pace Analytical Services-Asheville
Nitrogen,Ammonia 8.4 mg/L 2.5 25 10/15/21 10:50 7664-41-7 Y
353.2 Nitrogen,N021NO3 unpres Analytical Method:EPA 353.2 Rev 2.0 1993
Pace Analytical Services-Asheville
Nitrogen.NO2 plus NO3 389 mg/L 4.0 100 10/02/21 01:01
Nitrogen,Nitrate 385 mg/L 4.0 100 10/02/21 01:01 14797-55-8
Nitrogen,Nitrite 3.9 mglL 0,40 10 10/02/21 01:15 14797-65-0
365.1 Phosphorus,Total Analytical Method:EPA 365.1 Rev 2.0 1993 Preparation Method:EPA 365.1 Rev 2.0 1993
Pace Analytical Services-Asheville
Phosphorus 343 mg/L 5.0 1 10107/21 21:13 10/08/21 21:14 7723-14-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in Tull,
Date:10/25/2021 05:04 PM Without the writlen consent of Pace Analytical Services,LLC. Page 6 of 25

Pace Analytical Services,LLC
9800 noeyAve. Suite 100
/ eAnalytica Huntersvilfe,NC 28078
wew.pacelabs.eom
[phone]
ANALYTICAL RESULTS
Project: DIGESTER SLUDGE TEST ANNUAL
Pace Project No.: 92564384
Sample: DIGESTER SLUDGE#13 Lab ID: 92564384006 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No, Qual
1010 Flashpoint,Closed Cup Analytical Method:EPA 1010B
Pace Analytical Services-Asheville
Flashpoint >200 deg F 1 10/12/21 17:31
Sample: DIGESTER SLUDGE#14 Lab ID: 92564384007 Collected: 09/30/21 08:00 Received: 09/30/21 08:20 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
733C S Reactive Cyanide Analytical Method:EPA 9014 Preparation Method:SW-846 7.3.3.2
Pace Analytical Services-Greensburg
Cyanide,Reactive ND mg/kg 1,0 1 10/08/21 15:52 10/12/21 13:28
7345 Reactive Sulfide Analytical Method:SM 4500-52-F-2011 Preparation Method:SW-846 7,3,4.2
Pace Analytical Services-Greensburg
Sulfide,Reactive ND mg/kg 10.1 1 10/08/21 15:48 10/08/21 16:05 Q
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:10/25/2021 05:04 PM without the written consent of Pace Analytical Services,LLC. Page 7 of 25

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Sodium Absorption Ration (SAR) 2021
9/30/2021 Results
Ca — 1,190 mg/I
Mg — 85.8 mg/I
Na — 58.3 mg/I
You have to know the valence of each of the compounds (can be found ❑n the periodic
table) s❑ you can convert mg/i (mg/kg) to megii.
Ca has 2 electrons, and the molar mass is 40.4.
Mg has 2 electrons, and the molar mass is 24.3.
Na has 1 electron, and the molar mass is 22.9.
Ca concentration = (1 ,190 mg/kg x 2) 140 = 59.5
Mg concentration = (85 8 mg/kg x 2) / 24.3 = 7.06
Na concentration = (58.3 divided by 22.9) = 2.54 meq/L
SAR is:
Concentration ❑f Na in meg1L divided by the square root of 1/2 x (concentration of Mg in
meq/L + concentration of Ca in meq/L)
Sum of Ca and Mg = 66.56, half of that is 33.28
Square root of 33.28 = 5.77
Na is 2.54
The SAR results is:
2.5415.77 = .0.439 meg/L

Analytical Results STATESVILLE
ANALYTICAL
Pace Analytical
9800 Kincey Suite 100
Huntersville, NC 28078
Receive Date: 09/30/2021
Reported: 12/08/2021
For: Town of Boiling Springs
Comments: GEOMETRIC MEAN: 125,032 MPNIg
Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst
2 1 0 93 0-2 0-0 1 Fecal Coliforms 1 102410 MPNIg SM92210E-2006 09/30/2021 MD
210930-20-01 Percent Solids 1 1.66 ova SM2540s-2011 10/01/2021 MD
210930-20-02 Fecal Coliforms 2 101796 MPNIg SM92210E-2006 09/30/2021 MD
210930-20-02 Percent Solids 2 1.67 % sM254os-2011 10/01/2021 MD
210930-20-03 Fecal Coliforms 3 136905 MPNIg SM92210E-2006 09/30/2021 MD
210930-20-03 Percent Solids 3 1.68 % S45408.2011 10/01/2021 MD
210930-20-04 Fecal Coiiforms 4 137725 MPNIg sM92210E-2006 09/30/2021 MD
210930-20-04 Percent Solids 4 1.67 % SM25406.2011 10/01/2021 MD
210930-20-05 Fecal Coliforms 5 178571 MPN/g sM92210E-2o06 09/30/2021 MD
210930-20-05 Percent Solids 5 1.68 % sM25408-2011 10/01/2021 MD
210930-20-06 Fecal Coliforms 6 100592 MPNIg SM92210E-2006 09/30/2021 MD
210930-20-06 Percent Solids 6 1.69 % SM2540B-2011 10/01/2021 MD
210930-20-07 Fecal Coliforms 7 135294 MPNIg 5M92210E-2006 09/30/2021 MD
210930-20-07 Percent Solids 7 1.70 % sM2540a-2011 10/01/2021 MD
Respectfully submitted,
Melissa Myers
NC Cert#440,
NCDW Cert#37755,
EPA#NC00909
PO Box 228• Statesville, NC 28687 •704/872/4597
Page 1 of rage 3 of 6

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Town of Boiling Springs
Land Application Of Residual Solids
Tanker truck and spreader used (19ft. X 600ft.Approx) = 11,780 gal/acre or 3.8 loads/acre
Year: 2021
r Weather Soil Volume Drivers
Date Ph %solids Location Field condition condition gallons initials Rain
3/8/21 6.7 1.8 Petty JP1 Sunny Dry 12000 JG 0.0
3/9/21 ‘.7 /. c44.y P I S Orr 'Xy. j �(,... 0.0•
3/10/21 �- '7 /-S" �p}C./47 TRI �c�,.wr T Del 2..00aC) co 0_0
- 3/11/21 6 -7 1.g ikr-447 r,Q1 54 (I 'r v 1 Z600 7 G d_o
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PATHOGEN & VECTOR ATTRACTION
REDUCTION FORMS

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Town of Boiling Springs WQ Permit Number: WQ00183352
WWTP Name: Town of Boiling Springs WWTP NPDES Number: NC0071943
Monitoring Period: From 1/1/2021 To 12/31/2021
Pathogen Reduction (40 CFR 503.32)-Please indicate level achieved and alternative performed:
Class A: Alternative I J Alternative 2 Alternative 3 J
Alternative 4 J Alternative 5 J Alternative 6 J
If applicable to alternative performed (Class A only) indicate"Process to Further Reduce Pathogens":
Compost D Heat Drying 0 Heat Treatment I Therntophilic J
Beta Ray I Gamma Ray ❑ Pasteurization J
Class B: Alternative 1 J _ Alternative 2 J
If applicable to alternative performed (Class B only) indicate"Process to Significantly Reduce Pathogens":
Lime Stabilization I Air Drying_] Composting ._I Aerobic Digestion J
Anaerobic Digestion I.
If applicable to alternative performed (Class A or Class B) complete the following monitoring data:
Allowable Level Patho en DensityNumber of' Analytical
g Frequency Sample
Parameter Tech-
in Sludge Excee- of Analysis g Minimum Geo. Mean Maximum Units dences y Type niaue
2 x 10 to the MPN 100592 125032 178571 MPN/g 0 7/year Grab SM9221
6th power
per gram of CFU
Fecal Coliform total solids
1000 mpn 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 (40 CFR 503.33)-Please indicate option performed:
Alt.1 (VS reduction) I Alt. 2(40-day bench) J Alt. 3 (30-day bench) I Alt. 4(Spec. 0, uptake) El•
Alt. 5 (14-Day Aerobic) ! Alt. 6(AIL. Stabilization J Alt 7(Drying- Stable) Alt. 8(Drying- Unstable)
Alt. 9(Injection) El Alt. 10(Incorporation) No vector attraction reduction alternatives were performed rj
CERTIFICATION STATEMENT(please check the appropriate statement)
t l "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 met."
0 "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 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."
Mike Gibert/Public Works Director _ Todd Humphries/Wastewater Supervisor
Preparer Name and Title(type or print) Land Applier Name nd Title (if applicable)(type or print)
Signature of Preparer* Date Signature of Land Applier(if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r)and 15A NCAC 2T.1102(26)
DENR FORM PVRF 503 (12/2006)

Annual Pathogen and Vector Reduction Summary
Town of Boiling Springs permit # WQ0018352
2021
Fecal Coliform - Class B
There were seven (7) test results provided by Pace Analytical Services in Huntersville.
The calculated Geo Mean for the Fecal Coliform samples was 125032 MPN/g.
Vector Attraction Reduction
Option 4 - Sour test results are reported in the attached data showing seven (7)
test results at 1.02 mg Oxygenlglhr 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.

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling DaterTime: 9/30/21
Sampled By: Todd Humphries
Analysis Date/Time: 9/30/2021 /6:00:00 AM
A
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.66 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21 degrees Celsius
Time Dissolved Oxygen Level
(minutes) (mgll)
0 7.03
1 6.89
2 6.71
3 6.60
4 6.52
5 6.55
6 6.44
7 6.35
8 6.27
9 6.22
10 6.13
11 6.08
12 6.00
13 5.94
14 5.88
15 5.80
Slope: 0.1
Intercept: 6.9
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 4.53 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.91 mg Oxygen/g/hr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rate: 0.83 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 7.90

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling Date/Time: 9/30121
Sampled By: Todd Humphries
Analysis Date/Time: 9/30/2021 6:15
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.67 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21 degrees Celsius
Time ❑issolved Oxygen Level
(minutes) (mgll)
0 6.94
1 6.80
2 6.77
3 6.65
4 6.63
5 6.55
6 6.43
7 6.39
8 6.35
9 6.28
10 6.22
11 6.17
12 6.12
13 6.07
14 6.03
15 4.52
Slope: 0.1
Intercept: 7.0
Correlation Coefficient: 0.8
Oxygen Uptake Rate: 5.66 mg Oxygen/hr
Ambient Specific❑xygen Uptake Rate: 1.13 mg Oxygenlglhr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rate:: 1.02 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 (2) 3 4 5 6 7
Circle Test#

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling Date/Time: 9/30/21
Sampled By: Todd Humphries
Analysis Date/Time: 9/30/2021 /6:30:00 AM
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.68 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21 degrees Celsius
Time Dissolved Oxygen Level
(minutes) (mgll)
0 6.52
1 6.41
2 6.35
3 6.33
4 6.30
5 6.28
6 6.26
7 6.20
8 6.15
9 6.11
10 6.08
11 6.04
12 5.98
13 5.93
14 5.89
15 5.85
Slope: 0.0
Intercept: 6.5
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 2.46 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.49 mg Oxygen/g/hr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rate: 0.44 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#

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling Date/Time: 9/30121
Sampled By: Todd Humphries
Analysis Date/Time: 9/30/21 16:45 AM
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.67 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21.0 degrees Celsius
Time Dissolved Oxygen Level
(minutes) (mg/I)
0 6.38
1 6.33
2 6.29
3 6.26
4 6.24
5 6.21
6 6.18
7 6.14
8 6.09 A
9 6.05
10 6.01
11 5.95
12 5.91
13 6.10
14 5.98
15 5.89
Slope: 0.0
Intercept: 6.4
Correlation Coefficient: 0.9
Oxygen Uptake Rate: 1.82 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.36 mg Oxygen/g/hr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rater 0.331mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 (4) 5 6 7
Circle Test#

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling Date/Time: 9/30/21
Sampled By: Todd Humphries
Analysis Date/Time: 9/30/21 /7:15 AM
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.68 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21.0 degrees Celsius
Time Dissolved Oxygen Level
(minutes) (mg/I)
0 6.64
1 6.63
2 6.54
3 6.50
4 6.44
5 6.42
6 6.44
7 6.41
8 6.39
9 6.34
10 6.28
11 6.23
12 6.22
13 6.19
14 6.13
15 6.09
Slope: 0.0
Intercept: 6.6
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 2.08 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.41 mg Oxygen/g/hr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rate: 0.371mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4 (5) 6 7
Circle Test#

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling Date/Time: 9/30/21
Sampled By: Todd Humphries
Analysis Date/Time: 9/30/21 /7:30 AM
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.69 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21.0 degrees Celsius
Time Dissolved Oxygen Level
(minutes) (mg/I)
0 6.44
1 6.42
2 6.38
3 6.32
4 6.28
5 6.27
6 6.26
7 6.20
8 6.14
9 6,10
10 6.05
11 6.01
12 5.95
13 5.90
14 5.87
15 5.82
Slope: 0 0
Intercept: 6.5
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 2.52 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.50 mg Oxygen/gfhr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rate: 0.45mg Oxygenfgfhr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4 5 (6) 7
Circle Test 4

Specific Oxygen Uptake Rate
SOUR
Facility Name: Town of Boiling Springs,NC
Biosolids Permit Number: WQ0018352
Date: 9/30/21
Digester Temperature: 22
Sampling Date/Time: 9/30/21
Sampled By: " Todd Humphries
Analysis Date/Time: 9/30/21 /7:45 AM
Analyzed By: Todd Humphries
Sample Volume: 300 milliliters
Total Solids: 1.7 % Dry Solids
Beginning Temperature: 22 degrees Celsius
End Temperature: 21.0 degrees Celsius
Time Dissolved Oxygen Level
(minutes) (mg/I)
0 6.65
1 6.53
2 6.37
3 6.36
4 6.32
5 6.26
6 6.15
7 6.10
8 6.06
9 5.99
10 5.93
11 5.87
12 5.83
13 5.81
14 5.76
15 5.65
Slope: 0.1
Intercept: 6.6
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.64 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.71 mg Oxygen/g/hr
Average Temperature: 22 degrees Celsius
Temperature Correction Factor: 0.907029478
Temperature Corrected Specific Oxygen Uptake Rate: 0.65 mg Oxygen/gfhr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4 5 6 (7)
Circle Test#

1
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