WQ0029804_2023 Residual Annual Report_20240226 (2)

Initial Review
Reviewer
nathaniel.thorn burg
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* 2023
Permit Number (IR) * WQ0029804
Applicant/Permittee City of Winston-Salem
Email Notifications
Does this need review by the hydrogeologist? * Yes U No
Regional Office Winston-Salem
CO Reviewer
Admin Reviewer Wanda Gerald

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* Bonnie A McKee
Email Address*
[e-mail]
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*
13363977618
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:* WQ0029804
Has Current Existing permit number
Applicant/Permittee Address* 2799 Griffith Rd Winston Salem, NC 27103
Facility Name* City of Winston-Salem Class A Residuals Program
Please provide comments/notes on your current submittal below.
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.)
WS_UTILITY_FINAL 02.22.2024.pdf 92.84MB
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 2/26/2024

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023
Annual Biosolids Monitoring Reports
NCDWQ Class A EQ
EPA Class A EQ

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023
Class A EQ Biosolids
Annual Monitoring Report
(NC DWQ version)

Winston-Salem / Forsyth County
Utelotill es
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
February 15, 2024
North Carolina Department of Environment and Natural Resources
Division of Water Resources, Water Quality Permit Section, Non -Discharge Permitting Unit
Information Processing Unit
61h Floor
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Please find attached the 2023 annual monitoring report for the Winston-Salem/Forsyth County Utility
Commission POTW's Class A Exceptional Quality (EQ) Biosolids Distribution program. The Class A Dryer
Facility is operated under North Carolina Division of Water Quality Permit #W00029804 and is permitted as
the "Thermal Biosolids Dryer Management Facility". In addition to the Class A Dryer Facility, the Utility
Commission owns two Wastewater Treatment Plants (WWTPs): the Archie Elledge WWTP (NPDES #
NC0037834) and the Muddy Creek WWTP (NPDES #NC0050342). The Dryer Facility is located on the
Archie Elledge WWTP site. Stabilized Digested Sludge products from the two plants' Anaerobic Digesters
are first blended and dewatered, then heat -treated, producing a Class A pelletized product. This product is
marketed under the brand name "Winston-Salem Soil Solutions".
% Volatile Solids Reduction for both WWTPs is calculated using the Approximate Mass Balance Method as
listed in the White House Manual, Control of Pathogens and Vector Attraction in Sewage Sludge, Appendix C
— Determination of Volatile Solids Reduction by Digestion. A 90-day span is used to calculate the moving
average of % VSR. This timeframe takes into account the sometimes -extreme daily variations in flows and
transfers that occur during normal plant operations. As support documentation for the Dryer Facility's Class A
compliance, the Archie Elledge and Muddy Creek WWTPs' Class B compliance statements and operational
data are included. Also, both WWTPs met the time/temperature requirement for Pathogen Reduction for
2023.
For the Class A EQ Biosolids program, please find attached.-
0 Certification DENR FORM DMSDF
■ a Contractor Handout, signed by the current contractor
■ laboratory data (DENR FORM RSSF and DENR FORM RSSF-B);; TCLP analysis
■ Pathogen and Vector Attraction Reduction Certifications (FORM PVRF 02T)
■ laboratory data on Fecal Coliform testing; a Letter of Explanation from a contract lab
■ operational data for the Dryer Facility and both WWTPs
Due to Centrifuge startups and Dryer issues caused the need to haul cake to landfill. This Cake was disposed
of in the Hanes Mill Road Landfill. After discussion with Jim Gonsiewski of the NCDWQ's Regional Office, an
abbreviated spreadsheet was created for this data, allowing easy interpretation of dates, dry ton amounts and
explanations as to why Class B Cake was generated. Please find this one -page spreadsheet in Section 1 of
this report, behind the DMSDF. Detailed landfilling records are on file and available for examination upon
request.
YOUR LINK To CRY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
140 John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; Ir City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 655481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
city1lnk@cityorw&or9 Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Please note for all three sets of Operational reports (Dryer, Elledge and Muddy Creek): blank spaces may be
generated due to either a particular system being offline or no flow that specific day (including the times the
Dryer was offline for repairs and upgrades), therefore no analytical data.
The City's Class B Biosolids permit was rescinded effective May 2015, but various Class B Biosolids products
continue to be analyzed for TCLP parameters. That information is available for review upon request.
If you should have questions, please call me at 336-399-7086 or Courtney Driver (Utilities Director) at 336-
747-7315.
Sincerely,
.A" ao�,
Mr. Mark Solan
Utility Plant Supervisor

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13�J
WinslunSaiem
Office of the
City Manager
Gregory M. Turner, P.E.
Assistant City MamtlW
City ur Winston-Salem
P.O. Bux 2511
Win.'ton-Salem, NC 27102
1*! i;G ?4- 6R66'
Fa., t t(C-0. torn
xrevocityafv.orx
1rrvrud"'6wr.0'g
January 7, 2013
Mr. Charles Wakild
Director of Water Quality Division
NCDENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Delegation of Signature Authority
Winston-Salem/Forsyth County Utility Commission
Dear Mr. Wakild:
By notice of this letter, I hereby delegate signatory authority to the position of Utilities
Director for the City of Winston Salem as the Owners Representative for all permit
applications, discharge monitoring reports, and other information relating to the
Commissions Facilities listed below as required by all applicable federal, state, and
local environmental agencies specifically with the requirements for signatory authority
as specified in 15A NCAC 213.0506.
NPDES PERMITS
NCO037834
City
of WS Archie Elled e WWTP
NCO050342
City
of WS Muddy Creek WWTP
NCO079821
City
of WS Thomas WTP
NC0086011
City
of WS Neilson WTP
NC0086762
City
of WS Swann WTP
LAND APPLICATION / DISTRIBUTION PERMITS
WQ0000094
City
of WS Residuals Program
WQ0029804
City
of WS Thermal Biosolids Facility
WQ0031314
City
of WS Swann WTP
If you have any questions, please feel
Director) at [phone].
Sincerel
egory . Turner, PE
Assistant City Manager
free to contact Ron Hargrove (Acting Utilities
cc: Winston-Salem Regional Office
Liry Couoeil: Mayor Alkn J,tina; Vivian !i. Uurkc. Mayer 1'm'Icmpnrc, Northcaar Want: Iknia U. AAanr., North Wird: Uan flew, Srxuhwoa Ward: H,d+crr (.. Clark, \Gn: V40rd:
Cali 311 or 336-727-8000 Molly Leigh:. 5ourh Wanl: Wanda Mertehd. North—t Want: Lhnvin L Montgomery, La W.M. James hylor. Jc. 1—th— Ward: Chy Ma #;.,: 1- U. 6artiq
city6nk(_Z�cityoiws.org

Winston-Salem/ Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
TABLE OF CONTENTS
1. Class A Annual Distribution & Marketing / Surface Disposal Certification &
Summary Form (DENR FORM DMSDF); Pellet Handout Sheet (Contractor); Dry Ton
Distribution Summary; Biosolids Haulage to Hanes Mill Road Landfill
2. Residuals Sampling Summary Explanation; Laboratory Data Certification; Laboratory
Data (FORM RSSF; FORM RSSF-B); Arsenic and Selenium Lab Results, Analysis Lab
Results and Corresponding Chain of Custody Forms
3. Toxicity and Hazardous testing results on Class A EQ Pellets
4. Pathogen Reduction and Vector Attraction Reduction Certifications (DENR FORM
PVRF 02T)
5. Pathogen Reduction Summary of Fecal Coliform Analysis; Letter of Explanation:
Fecal Coliform Analysis Lab Results and Corresponding Chain of Custody Forms
6. Dryer Facility Compliance Operational Reports
7. Winston-Salem/Forsyth County Utility Commission Class A EQ "Soil Solution'
Information Handouts
8. Winston-Salem/Forsyth County Utility Commission Thermal Biosolids Dryer
Management Facility NCDENR Permit
9. Class B Pathogen and Vector Attraction Reduction Explanation; Class B Pathogen
and Vector Attraction Reduction Certification Statements (Archie Elledge WWTP;
Muddy Creek WWTP)
10. Class B Pathogen and Vector Attraction Reduction Summaries & Operational Data
(Archie Elledge WWTP; Muddy Creek WWTP)

CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY FORM
WQ PERMIT #: WQ0029804 FACILITY NAME: Winston-Salem/Forsyth County Utility Commission Thermal Biosolids Dryer Management Facility
PHONE: [phone] COUNTY: Forsyth OPERATOR: Mark Solan
FACILITY TYPE (please check one): ❑ Surface Disposal (complete Part A (Source(s) and "Residual In" Volume only) and Part C)
Calendar Year: 2023 0 Distribution and Marketing (complete Parts A, B, and C)
Was the facility in operation durins the past calendar year? Yes 0 No ❑ 0 If No skip parts A, B, C and certify form below
Part A*:
Part B*:
Month
Sources(s) (include NPDES # if
applicable)
NCO037834 + NCO050342
Volume (dry tons)
Recipient Information
Amendment/
Bulking Agent
Residual In
Product Out
Names)
Volume (dry tons)
Intended use(s)
January
as shown above
None
847.04
746.49
Soil Plus
643.07
Agriculture / Turf
February
as shown above
None
705.1
652.37
Soil Plus
717.68
Agriculture / Turf
March
as shown above
None
743.49
567.6
Soil Plus
735.59
Agriculture / Turf
April
as shown above
None
727.99
610.66
Soil Plus
449.09
Agriculture / Turf
May
as shown above
None
749.85
671.49
Soil Plus
566.32
Agriculture ! Turf
June
as shown above
None
651.42
491.08
Soil Plus
339.20
Agriculture / Turf
July
as shown above
None
735.49
650.28
Soil Plus
338.77
Agriculture / Turf
August
as shown above
None
494.97
418.24
Soil Plus
475.77
Agriculture / Turf
September"
as shown above
None
80.51
84.41
Soil Plus
0.00
Agriculture / Turf
October
as shown above
None
547.33
462.04
Soil Plus
283.63
Agriculture / Turf
November**
as shown above
None
132.43
75.18
Soil Plus
37.22
Agriculture / Turf
December**
as shown above
None
0
0
Soil Plus
0.00
Agriculture / Turf
Total from FORM DMSDF (sup)
0
0
0
..........................
Totals: Annual (dry tons):
0
6415.62
5429.84
4549.12
Amendments used: I
Bulking A ent(s) used:
* If more space is required, attach additional information sheets (FORM DMSDF (supp)): Total Number of Form DMSDF (Supp) 0
**The Thermal Biosolids Dryer was not under maintenance or non -operational during September, November and December. No or very few pellets were produced. On November 9, 2023 the Dryer facility experienced a failure. The Dryer will be down
indefinitely.
Part C:
Facility was compliant during the past calendar year with all conditions of the land application permit 0 Yes
(including but not limited to items 1-3 below) issued by the Division of Water Resources: ❑ No ► If No, Explain in Narritive
1. All monitoring was done in accordance with the permit and reported for the year as required and three (3) copies of certified laboratory results are attached.
2. All operation and maintenance requirements were complied with or, in the case of a deviation, prior authorization was received from the Division of Water Resources.
3. No contravention of Ground Water Quality Standards occurred at a monitoring well.
"I certify, under enalty 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
bmitting f e inform ion, including the possibility of fines and imprisonment for knowing violations."
jj-
ZR 1-r-S -A .1-I'q-2ti
Signature of P i e Date Signature of Preparer** Date
(if different from Permittee)
**Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM DMSDF (12/2006)

Annual Distribution/Marketing/Surface Disposal (DMSDF)
Jan '23
Feb '23
Mar '23
Apr '23
May '23
Jun '23
Jul '23
Aug'23
Sep '23
Oct'23
Nov '23
Dec '23
Annual Total
Cake to Dryer
dry ton/mo
1670
847.04
705.10
743.49
727.99
749.85
651.42
735.49
492.97
80.51
547.33
132.43
0.00
6,413.62
Pellet
Production
dry ton/mo
1671
746.49
652.37
567.60
610.66
671.49
491.08
650.28
418.24
84.41
462.04
75.18
5,429.83
71 Cake %TS
732
21.78
22.48
22.88
22.39
22.05
22.26
21.77
23.32
23.40
21.73
23.06
22.97
22.51
Pellet
Distributed
dry ton/mo
949
643.07
717.68
735.59
449.09
566.32
339.20
338.77
475.77
0.00
283.63
4,549.12

Winston-Salem/ Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 1. Class A Annual Distribution & Marketing/ Surface Disposal Certification &
Summary Form (DENR FORM DMSDF); Pellet Handout Sheet (Contractor);
Dry Ton Distribution Summary; Biosolids Haulage to Hanes Mill Road
Landfill

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
WINSTON-SALEM SOIL SOLUTION
A high quality biosolids product for use as a soil amendment for agriculture (by Contractor)
Produced by the
Winston-Salem/Forsyth County Utility Commission's
Thermal Biosolids Dryer Management Facility
2799 Griffith Road, Winston-Salem, North Carolina 27103
Permit Number: WQ0029804
Winston-Salem Soil Solution is a pelletized material produced from the heat treatment of residuals from municipal
wastewater. This product meets the standards for a Class A, Exceptional Quality biosolids product according to the
EPA's 40CFR Part 503 regulations.
The recipient is responsible for applying the pelletized product at a rate that does not exceed the agronomic
requirement for that crop or vegetation.
Applications of this product shall be made only in accordance with the following prohibitions when applying this
product to soil as an amendment:
1. A minimum buffer of 100 feet shall be kept from any private or public water supply, including
wells (with exception to monitoring wells).
2. A minimum buffer of 25 feet shall be kept from any surface waters (streams — intermittent
and perennial, perennial waterbodies and wetlands).
3. There is no buffer required for surface water diversions (ephemeral streams, waterways,
ditches), for groundwater lowering ditches (where the bottom of the ditch intersects with
the Seasonal High Water Table), or for bedrock outcrops.
4. This residuals product shall not be applied to any site that is flooded, frozen or snow-covered,
5. The application or storage of this residuals product shall be conducted by procedures adequate
to prevent surface runoff from carrying any disposed or stored product into any surface waters.
The Utility Commission will accept no liability for misuse of the Winston-Salem Soil Solution product. For further
information on the use of this product, contact Mr. Keith Jones at 336-345-7277 or the above address.
Although no guarantee is made as to the plant nutrient content of this product, analysis has shown the following
approximate N-P-K concentration ranges:
Total Nitrogen
1.9 — 2.2
Phosphorus
1.8 — 2.2 %
Potassium
0.13 - 0.2 %
PAN
0.28 — 0.6 %
Receiver's Signature � pzn___j�,-- .= Date
Revised 1/30/2024
YOUR LINK TO CM SERVICES oty Coundl: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scipplo, East Ward; James Taylor, Jr., Southeast Ward;
94124 City Manager W. Patrick Pate
County Commissloners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL-311 (336-727-80001 Woodbury; County Manager Dudley Watts, Jr,
TEXT: 855-481-LINK (541,51 Wlnsten-Saiem/Forsyth County Utility Commlssion: Chair L Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson C. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem/ Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Quality Permit #WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Dry Ton Distribution Summary
Combined Biosolids Class A EQ Pelletized Product Bulk Distributed for Land Application:
4549 English Dry Tons - 4126 Metric Dry Tons
Combined Biosolids Class A EQ Pelletized Product Distributed through Pellet Giveaway
Program to Lawn & Home Garden or Agriculture:
0 English Dry Tons - OMetric Dry Tons
Combined Biosolids Class A EQ Pelletized Product Bulk Disposed to Landfill:
0 English Dry Tons - 0 Metric Dry Tons
NOTE: Biosolids that were produced in 2023 at Archie Elledge and Muddy Creek WWTP's
(prior to being combined and treated in the Class A Dryer Facility) are described in the
Operational Data sections of this report (see Sections 9 - 10).

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Winston-Salem/ Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 2. Residuals Sampling Summary Explanation; Laboratory Data Certification;
Laboratory Data (FORM RSSF; FORM RSSF-B)

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
ANNUAL RESIDUAL SAMPLING SUMMARY FORM and TCLP Analysis Explanations
This product is a combination of Archie Elledge WWTP (NPDES# NC0037834) and Muddy Creek WWTP
(NPDES# NC0050342) wastewater biosolids and is indicated as "Elledge/Muddy Mix Dryer Pellets" on the
ANNUAL RESIDUAL SAMPLING SUMMARY FORM.
(A) Laboratory analyses for metals reported on this form were performed by SW-846 methods.
(B) TCLP and Hazardous Waste Testing was performed on the Biosolids Pellets in August of
2023; results are attached.
(C) Listed below are the labs used to generate 2023 lab data, their respective North Carolina
Laboratory Certification numbers, and the specific parameters analyzed by each.
(1) Archie Elledge WWTP Laboratory - NC Certification #69
%Total Solids
pH
(2) Rogers and Callcott Engineers, Inc. - NC Certification #27
Total Phosphorus
Nitrate + Nitrite Nitrogen
Aluminum, Arsenic, Cadmium, Calcium, Chromium, Copper, Lead,
Magnesium, Molybdenum, Nickel, Potassium, Selenium, Sodium and Zinc
% Total Solids
(3) Environment 1, Incorporated - NC Certification #10
Fecal Coliform MPN and %TS
Mercury
(4) Con -Test Analytical - NC Certification #652
TKN
Ammonia -Nitrogen
(5) Summit Environmental Technologies, Inc. - NC Certification #631
TCLP parameters
Ignitability or Flashpoint
Reactivity — Sulfide, Cyanide
%TS, NOx, Total Phosphorus, Aluminum, Arsenic, Cadmium, Calcium,
Chromium, Copper, Lead, Magnesium, Molybdenum, Nickel, Potassium,
Selenium, Sodium and Zinc
(6) Statesville Analytical — NC #440
Fecal Coliform MPN and %TS
(D) Individual laboratory reports are attached in Section 2 of this report.
YOUR LINK TO crry SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
CITYLINK City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
toi I
i ies
Water • Wastewater is Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutiiities.org
FACILITY: Dryer Facility WQ0029804
REPORTING PERIOD: January - December 2023
LABORATORY DATA CERTIFICATION
I certify under penalty of applicable State and Federal laws that the attached laboratory
information and results are true, accurate and complete to the best of my knowledge and belief.
This affirmation is made based on my inquiry of those individuals immediately responsible for
obtaining and preparing the information. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment. See 18 U.S.C.
1001 and 33 U.S.C.13Vh
Lab Supervisor: 110 V -
Date:
1 lJ�
WATER AND SEWER SYSTEM OPERATOR/SUPERVISOR
DMR CERTIFICATION
I certify under penalty of applicable State and Federals laws that the information which has
been recorded for the periods during which I was responsible for data collection, recording and
processing at the Plant, during the previous year, to the best of my knowledge and belief, is
true, accurate and complete. This affirmation is made based on my inquiry of those individuals
immediately responsible for obtaining the information. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and imprisonment.
See 18 U.S.C.1001 and 22 U.S.C.1319.
Signature of Supervisor:
Date:
G l l `1 1 a-LOL`1
YOUR UNK TO CRY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
can
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; lames Taylor, Jr., Southeast Ward;
Ir City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL. 3U [ 335-727LS"] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-M-LINK(5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O.Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

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January 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 1/6/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
Elledge
Rogers &
Calcott
ConTest
Environ.l
Parameter
Permit
Limit
Units
P23M1
P23M1RC
P23M1CT
P23M1E1
Sample Dilution
g/L
5.04
% Total Solids
> 75
mg/kg
89.22
91.80
Ammonia -Nitrogen
NA
mg/kg
2669
Nitrate + Nitrite N
NA
mg/ kg
<239.9
TKN
NA
mg/kg
8895
Total Nitrogen
NA
mg/kg
9135
PAN
NA
mg/kg
2820
Total Phosphorus
NA
mg/kg
19000
Mercury
57
mg/ kg
0.22
Aluminum
NA
mg/ kg
8570
Arsenic
75
mg/ kg
<10.7
Cadmium
85
mg/ kg
<4.26
Calcium
NA
mg/kg
18100
Copper
4300
mg/kg
222
Iron
NA
mg/kg
21900
Lead
840
mg/kg
25.3
Magnesium
NA
mg/kg
3900
Molybdenum
75
mg/kg
<10.7
Nickel
420
mg/ kg
24.7
Potassium
NA
mg/kg
1570
Selenium
100
mg/kg
<10.7
Sodium
NA
mg/ kg
554
Zinc
7500
mg/kg
1610
SAR
NA
Ratio
1.3
H
I NA
SU
7.34
pH Duplicate
I NA
SU
7.32
Fecal
<1000
MPN/ g
390
Fecal
<1000
MPN/ g
19
L oratory Analysis Reviewed/j,
n 41 %M 1 0 r 11 � I I/ n D e
AEWWTP Laboratory Suprevisor

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pH
Pellets and Cake
Method SW-846 9045D
Archie Elledge WWTP Laboratory City of Winston Salem
Date l I l' I :� Analyst 49��
_pH Calibration Record
Meter: Orion Model I E1 with a Triode pH electrode Meter # 1
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.05 pH units of the theoretical value
,,,,,V ' —rCalibration
11, /r-^-
Initial �
BUFFER LOT #
Theoretical Buffer
Value
Mid -Range Buffer
for Calibration
at Temp
2l . -c
H Value
Check
and Midrange Buffer Checks
EXP. DATE
q-.
4, c D I
REM
� aa45 5
5 a4
o0
Weigh 20 g ± 0.5 g sample. Stir with DI water for 5 minutes, then centrifuge or settle for up to 15
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40ml Dl water 20. 00 g g -
VVU1U11L u1 ,.i,.,l.J„L+QLG
t.JGJA�' ua.wav�.
. - `. -- —•
---'-- -
_ -
Collection
Collection.
Analysis
Sample
Sample
Sample
Date
Time
Start Time
Temp °C
pH S.U.
1 J LP
- SLAM
'6 : 0 5
P23�\
2 2 . CP
2.
I
Duplicate
2 ,
7. �2
1V
[Post Midrange Buffer Check
Time
; 20
Temp
2-1 o -Q
Theo Buffer Value
7, O2.
Observed pH
7-0-7
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water g
_c _'---_r__t_ .,. ..A . .:+L. Anmi ni .ermfar a
Collection
Collection
Analysis
Sample
_Sample
Sample
Date
Time
Start Time
Temp °C
pH S.U.
Duplicate
Post ange Buffer Check
Time
Temp
Theo Buffer Value
Observed pH
Slope %
All pH values on this data sheet are in units of S.U.
te is within <0.10
Initial buffer checks are within 0.05 of,theoretical, Post Buffer check is ±<0.10 from theoretical, Duplica
0216

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name: d s%
Sample Date:����
Date of Dilution Prep:
Dilution Analyst:
Grams of pellets*:
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con-trst°
A Pace Ana"cal" Laboratory
39 Spruce Street. East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Manson Meads Complex
Elledge Sample Description:
Work Order:
23AO779
Date Received: 1/10/2023
Field Sample #: P23MICTI
. Sampled: 1/6/2023 09:05
Sample ID: 23AO779-01
SamDle Matrix: Water
Conventional Chemistry Parameters by EPA/APRA/SW-846 Methods (Total)
Date
Date/Time
Analyte
Results RL DL Units Dilution Flag/Qua] Method
Prepared
Analyzed Analyst
Ammonia as N
12 0.30 0.18 mg/L I PR-01 SM19-23 4500 NH3 C
1/17/23
1/18/23 9:07 DRA
Total Kjeldahl Nitrogen
40 LO 0.070 mg/L 1 SM19-23 4500-N Org
1/16123
1/17/2311:21 DET
B,C-NI-13 C
Page 5 of 12

Rogers &Callcott
ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23AO568
Winston-Salem, NC 27103-6417 Reported: 02/06/23 12:02
Sample Data
Sample Number 23AO568-01
Sample Description P23M1 RC collected on 01/06/23 09:05
Reporting
Parameter Result Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate asN
ND
200
mg/kg dry
20.0
01/24/23 22:19
EPA9056A
BMC
133A1999 RC-G
Nitrite as N
ND
39.9
mg/kg dry
20.0
01/24/23 22:19
EPA 9056A
BMC
133A1999 RC-G
Total Solids
91.8
0.10
%
1.00
01/13/23 14:30
SM 254OG
MNW
133A1489 RC-G
Total Solids
91.8
0.100
%
1.00
01/13/23 14:30
Dry Weight
MNW
B3A1489 RC-G
Total Metals
Aluminum
8570
133
mg/kg dry
25.0
01/16/23 13:09
EPA 601OD
KTH
B3A1496 RC-G
Arsenic
ND
10.7
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
B3A1496 RC-G
Cadmium
ND
4.26
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
B3A1496 RC-G
Calcium
18100
2660
mg/kgdry
250
01/16/23 12:56
EPA 601OD
KTH
133A1496 RC-G
Copper
222
4.26
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
133A1496 RC-G
Iron
21900
1340
mg/kg dry
250
02/01/23 11:47
EPA 601OD
CAL
B3A2270 RC-G
Lead
25.3
10.7
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
B3A1496 RC-G
Magnesium
3900
133
mg/kg dry
25.0
01/16/23 13:09
EPA 601OD
KTH
133A1496 RC-G
Molybdenum
ND
10.7
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
B3A1496 RC-G
Nickel
24.7
4.26
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
133A1496 RC-G
Potassium
1570
21.3
mg/kg dry
2.00
01/16/23 13:23
EPA6010D
KTH
B3A1496 RC-G
Selenium
ND
10.7
mg/kg dry
2.00
01/16/23 13:23
EPA 601OD
KTH
B3A1496 RC-G
Sodium
554
21.3
mg/kgdry
2.00
01/16/23 13:23
EPA 601OD
KTH
B3A1496 RC-G
Total Phosphorus as P
19000
1330
mg/kg dry
250
01/16/23 12:56
EPA 601OD
KTH
B3A 1496 RC-G
Zinc
1610
133
mg/kg dry
25.0
01/16/23 13:09
EPA 601OD
KTH
133A1496 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fairforest Way 1 Greenville, SC 29607 1 main 864.232.1556 1 fax [phone] rogersandcallcott.com
an employee -owned company
0210612023 I2:02 This report may not be reproduced, except in fill, without written permission from Rogers & Callcott, Inc.
Page 3 of 7

r-� n - /I n if _n
114 OAKMONT DRIVE PHONE [phone]
GREENVIL.LE, N.C. 27658 FAX [phone]
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Sample Analysis Method
#1 Date Analyst Code
Mercury (dry wt. basis), mg/kg 0.22 01/24/23 DRC EPA7471B
ID#: 599 A
DATE COLLECTED: 01/06/23
DATE REPORTED : 01/25/23
REVIEWED BY:

EwkwmwA alp hc� pp umbd
114 OAKMONT DRIVE
PHONE [phone] GREENVILLE, N.C. 27858 FAX [phone]
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD DATE COLLECTED: 01/09/23
WINSTON-SALEM, NC 27103 DATE REPORTED : 01/13/23
REVIEWED BY: �J
PF1 PF2 PF3 PF4 PF5 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 89.12 89.10 88.98 88.94 89.06 01/10/23 JMS 2540G-15
Fecal Coliform (MPH /gram Solids 390 37 37 120 19 01/09/23 HMV 9221E-14

EmwopOmEgM Flo hmpc mbd
114 OAKMONT DRIVE
GREENVUE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
ewater ID:
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 01/09/23
DATE REPORTED : 01/13/23
REVIEWED BY: " z
PF7 Analysis Method
Date Analyst Code
Total Solids, % 89.17 89.30 01/10/23 JMS 2540G-15
Fecal Coliform (MPH /gram Solids 26 32 01/09/23 HMV 9221E-14

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 1 1/6/2023
Conversion from mg/kg to mg/L:
% Solids
Na
Ca
Mg
as decimal
M K
Mg/Kg
M I<
0.9180
554
18100
3900 From R&C final lab report.
Na Mg/Kg X
% solids =
508.572 m
/L
Ca Mg/Kg X
% solids =
16615.8 m
/L
Mg Mg/Kg X
% solids =
3580.2 m
/L
SAR - Sodium Absorption Ratio I
a: Sodium (mg/L) Equivalent weight: 23
a: Calcium (mg/ L) Equivalent weight: 40.1
[g : Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/L / Equivalent weight
Nam L * Cam L * Mg(mg/L)*
* m /L results from the calculation above
508.572 1 16615.8 1 3580.2
Convert from mQ/L to Milli Equivalent
Na ME
Ca ME
M ME
22.1
414.4
147.3
ISAR= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
AN CALCULATION
TKN
mmonia (mg/L
Dilution
%TS
40
12
5.0400
89.22
!ralization NH3 (mg/kg) = (NH3 (mg/L) * 1000 / (Dil. * (%TS/100))
Rate TKN mg/kg NH3 mg/kg NO3+NO2 mg/kg
0.2 8895 2669 239.9 For NO2+NO3 enter the final lab report results.
PAN Surface
2820 mz/kg
IMR * (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

February 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 2/3/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
Elledge
Ro&
Rogers t
Rogers
Calco
ConTest
Environ.1
Parameter
Permit
Limit
Units
P23M2
P23M2RC
P23M2CT
P23M2E1
Sample Dilution
g/L
5.0192
% Total Solids
> 75
mg/kg
85.84
92.30
Ammonia -Nitrogen
NA
mg/kg
3714
Nitrate + Nitrite N
NA
mg/kg
<140
TKN
NA
mg/kg
12766
Total Nitrogen
NA
mg/kg
12906
PAN
NA
mg/ kg
3807
Total Phosphorus
NA
mg/kg
19900
Mercury
57
mg/kg
0.34
Aluminum
NA
mg/kg
10400
Arsenic
75
mg/kg
<5.33
Cadmium
85
mg/kg
<2.13
Calcium
NA
mg/kg
19000
Copper
4300
mg/kg
212
Iron
NA
mg/ kg
24000
Lead
840
mg/kg
21.7
Magnesium
NA
mg/kg
4600
Molybdenum
75
mg/kg
7.67
Nickel
420
mg/ kg
28.5
Potassium
NA
mg/ kg
1480
Selenium
100
mg/kg
<5.33
Sodium
NA
mg/kg
498
Zinc
7500
mg/kg
1560
FAR
NA
Ratio
1.1
H
I NA
SU
7.36
pH Duplicate
I NA
SU
7.38
Fecal <1000 MPN/ g 55
Fecal <1000 MPN/ g 26
tory Analysis Reviewed by:
Labdkq�fory Suprevisor

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pH
Pellets and Cake
Method SW-846 9045D
Archie Elledge WWTP Laboratory City of Winston Salem
Date �i3��3 Analyst � m
PH Calibration Record
Meter: Orion Model ^19with a Triode pH electrode Meter # \1�1_�
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.06 pH units of the theoretical value
Ilme
jdly Niu
Initial
BUFFER LOT
Theoretical Buffer
Value
Calibration
Mid -Range Buffer
for Calibration
t jemp
CC
pH Value
Check
and Midrange Buffer Checks
EXP. DATE
tL . A
Weigh 20 g ± 0.5 g sample. Stir with DI water Tor g minutes, tnuu aUuLI 11uy= %J. •�• --� ---
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40ml DI water Mm (�� _
y ^ g /�
`Slope %
IV1. 1
J
weignt oT aup11caLe
PUJIULa ,t,.Acu
VV11611
Collection
Collection.
Analysis
Sample
Sample
Sample
Date
Time
Start Time
Temp °C
pH S.U.
�l 1�
qq
Duplicate
Post Midrange Buffer Check
Time
Temp
Theo Buffer Value
`
Observed pH
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water
.., _ i tom. ..i,. n
weignt oT uup11caLe
Collection
Date
Gdmt: 1111Auu
Collection
Time
vv.L.. s••••.• — •
* Analysi
St ]me
Sample
-
Sample
Temp °C
Sample
pH S.U.
Time
Duplicate
Temp
Theo Buffer Value Observed pH
Post Midrange Buff6r Check
All pH values on this data sheet are in units of S.U. �f
Initial buffer checks are within 0.05 of.theoretical, Post Buffer check is ±<0.10 from theoretical, Duplicate is within <0.1
0296

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name
Sample Date:
Date of Dilution Prep
Dilution Analyst:
Grams of pellets*:
a1�la�
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con -test°
A Pace Ana/yGcaf" Laboratory
39 Spruce Street' East Longmeadow, MA 01028 . FAX [phone]' TEL. [phone]
Project Location: NC
Sample Description:
Work Order: 23BO732
Date Received: 2/7/2023
Field Sample #: P23M2CT
Sampled: 2/3/2023 08:56
Sample ID: 23BO732-01
Samole Matrix: Water
Conventional Chemistry Parameters by EPA/APRA/SW-846 Methods (Total)
Date
Date/Time
Analyse
Results RL DL Units Dilution Flag/Qual Method
Prepared
Analyzed Analyst
Ammonia as N
16 0.30 0.17 mg/L 1 SM19-23 4500 NH3 C
2/10/23
2/11/23 10:48 DRA
Total Kjeldahl Nitrogen
55 1.0 0.39 mg/L 1 SM19-23 4500-N Org
2/11/23
2/14/23 15:27 EC
B,C-NH3 C
Page 5 of 12

- Rogers & Callcott
ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23BO400
Winston-Salem, NC 27103-6417 Reported: 02/28/23 11:39
Sample Data
Sample Number 23BO400-01
Sample Description P23M2RC collected on 02/03/23 08:56
Reporting
Parameter Result Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
100
mg/kg dry
20.0
02/23/23 09:08
EPA 9056A
BMC
B3131923 RC-G
Nitrite as N
ND
40.0
mg/kg dry
20.0
02/23/23 09:08
EPA 9056A
BMC
133131923 RC-G
Total Solids
92.3
0.10
%
1.00
02/10/23 15:02
SM 2540G
MNW
133131345 RC-G
Total Metals
Aluminum
10400
133
mg/kg dry
25.0
02/09/23 15:24
EPA 601 OD
KTH
B313 1126 RC-G
Arsenic
ND
5.33
mg/kg dry
1.00
02/09/23 15:41
EPA 601 OD
KTH
B3B 1126 RC-G
Cadmium
ND
2.13
mg/kg dry
1.00
02/09/23 15:41
EPA 601OD
KTH
B3B1126 RC-G
Calcium
19000
1330
mg/kg dry
250
02/09/23 15:07
EPA 601 OD
KTH
B3B1126 RC-G
Copper
212
2.13
mg/kg dry
1.00
02/09/23 15:41
EPA 6010D
KTH
B3B 1126 RC-G
Iron
24000
1330
mg/kgdry
250
02/14/23 18:51
EPA6010D
KTH
133131126 RC-G
Lead
21.7
5.33
mg/kg dry
1.00
02/09/23 15:41
EPA 601OD
KTH
13313 1126 RC-G
Magnesium
4600
133
mg/kg dry
25.0
02/09/23 15:24
EPA 601OD
KTH
133131126 RC-G
Molybdenum
7.67
5.33
mg/kg dry
1.00
02/09/23 15:41
EPA 601 OD
KTH
133131126 RC-G
Nickel
28.5
2.13
mg/kg dry
1.00
02/09/23 15:41
EPA 601OD
KTH
133131126 RC-G
Potassium
1480
10.7
mg/kg dry
1.00
02/09/23 15:41
EPA 6010D
KTH
133131126 RC-G
Selenium
ND
5.33
mg/kg dry
1.00
02/09/23 15:41
EPA 6010D
KTH
133131126 RC-G
Sodium
498
10.7
mg/kg dry
1.00
02/09/23 15:41
EPA 6010D
KTH
B3131126 RC-G
Total Phosphorus as P
19900
1330
mg/kg dry
250
02/09/23 15:07
EPA 601 OD
KTH
133131126 RC-G
Zinc
1550
133
mg/kg dry
25.0
02/09/23 15:24
EPA 601 OD
KTH
133131126 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fairforest Way I Greenville, SC 29607 1 main 864.232.1556 1 fax 864.232.614o rogersandcallcott.com
an employee -owned company
0212812023 11:39 This report may not be reproduced, except in fill, without written permission from Rogers & Callcott. Inc.
Page 3 of 7

bri,Water ID:
wastewater ID: 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
WINSTON-SALEM (DRYER) M-MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Sample Analysis Method
#1 Date Analyst Code
Mercury (dry wt. basis), mg/kg 0.34 02/23/23 DRC EPA7471B
ID#: 599 A
DATE COLLECTED: 02/03/23
DATE REPORTED : 02/24/23
REVIEWED BY:

--
Drinking Water ID: 37715
Wastewater ID: 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD DATE COLLECTED: 02/06/23
WINSTON-SALEM, NC 27103 DATE REPORTED : 02/13/23
REVIEWED BY:
PF1 PF2 PF3 PF4 PF5 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 88.94 89.13 89.26 88.98 89.19 02/07/23 JMS 2540G-15
Fecal Coliform (MPH /gram Solids 26 37 55 55 26 02/06/23 JDJ 9221E-14

Eflw'umn(M Flo hCupumbo
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
PF7
Drinking Water IDr 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 02/06/23
DATE REPORTED : 02/13/23
REVIEWED BY: �
Analysis Method
Date Analyst Code
Total Solids, % 89.16 88.93 02/07/23 JMS 2540G-15
Fecal Coliform (MPH /gram Solids 37 26 02/06/23 JDJ 9221E-14

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 2/2/2023
Conversion from mg/kg to mg/L:
% Solids
as decimal
Na
Mg/Kg
498
Ca
M K
19000
Mg
M I<
4600 From R&C final lab report.
0.9230
INa Mg/Kg X % solids =
Mg/Kg X % solids =
jMg Mg/Kg X % solids =
459.654 m /L
17537 m / L
4245.8 m / L
SAR - Sodium Absorption Ratio I
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/L) Equivalent weight: 40.1
Mg: Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/L / Equivalent weight
Nam L* Cam L* M m L*
* m L results from the calculation above
459.654 17537 1 4245.8
C'nnvart frnm my/1. to Milli Equivalent
Na ME v
Ca ME
M ME
20.0
437.3
174.7
ISAR= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
IPAN CALCULATION
TKN
mmonia (mg/L
Dilution
%TS
55
16
5.0192
85.84
ralization NH3 (mg/kg) = (NH3 (mg(L) * 1000 / (Dil. * (%TS/100))
Rate TKN mgJk� NH3 mp./lc>; NO3+NO2 mgrJ
0.2 12766 3714 140.0 1 For NO2+NO3 enter the final lab report results.
PAN Surface
3807 mg/kg
IMR * (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

March 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 3/10/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
**Revised 6/29/2023
Elledge
Rogers &
Calcott
ConTest
Environ.1
Parameter
Permit
Limit
Units
P23M3
P23M3RC
P23M3CT
P23M3E1
Sample Dilution
g/L
5.0590
% Total Solids
> 75
mg/kg
89.9
90.10
Ammonia -Nitrogen
NA
mg/kg
3958
Nitrate + Nitrite N **
NA
mg/ kg
<140
TKN
NA
mg/kg
16710
Total Nitrogen
NA
mg/kg
16850
PAN
NA
mg/kg
4669
Total Phosphorus
NA
mg/kg
17500
Mercury
57
mg/kg
0.49
Aluminum
NA
mg/kg
9100
Arsenic
75
mg/kg
<10.9
Cadmium
85
mg/kg
<4.36
Calcium
NA
mg/kg
16700
Copper
4300
mg/kg
205
Iron
NA
mg/kg
23000
Lead
840
mg/kg
25
Magnesium
NA
mg/kg
3940
Molybdenum
75
mg/ kg
<10.9
Nickel
420
mg/ kg
38.2
Potassium
NA
mg/ kg
1540
Selenium
100
mg/kg
<10.9
Sodium
NA
mg/ kg
501
Zinc
7500
mg/ kg
1370
SAR
NA
j Ratio
1.2
H
I NA
I SU
1 6.96
pH Duplicate
I NA
I SU
1 7.05
Fecal <1000 MPN/ g 36
Fecal <1000 MPN/ g 19
**NO3+NO2 analyzed outside of method hold time due to a laboratory error.
atory Analysis Reviewed by:
AEWWTP Labora�oty Suprevisor

O
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pH
Pellets and Cake
Method SW-846 9046D
/ Archie Elledge WWTP Laboratory City of Winston Salem
Date l Z3 Analyst
_pH Calibration Record
Meter: Orion Model with a Triode pH electrode Meter # i_ 1
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.06 pH units of the theoretical value
I HIM
wu I+,,.
Initial
BUFFER LOT # (4)
Theoretical Buffer
Value
Calibration
Mid -Range Buffer
for Calibration
at Temp
pH Value
Check
and Midrange Buffer Checks
EXP. DATE
-7, 06 ,fl
v 0 1
9 �
Z Z370
3 z3
l0, 00,--
�.;
Weigh 20 g ± 0.6 g sample. Stir with DI water for 6 minutes, then centrifuge or settle for up to 16
minutes prior to pH measurement,
W-S Pelletized Biosolids
.Weight of pellets mixed with 40ml DI water 10, 1 Q ZS _ 9 A
_.._ --9 . .:ic. An.....1 Ill . 4ear / 1) _ 1 _� & n
VVUI, IIL VI UUjJA1L,=Lv
Nvuc.w
Sample
Sample
Sample
Collection
Collection.
Analysis
Date
Time
Start Time
Temp °C
pH S.U.
3%(D3
01AA"
?Z3A3
2_2-
1 �3
01 AK
Duplicate
`Z�j , 3
-7,
Time
Temp
Theo Buffer Value
Observed pH
Post [Midrange Buffer Check
$ ° 5"0 AM
2 i
; O
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water g
j . .;4L. An.,,l Ill ,,,�4 Cl
VVLII,JIIL VI ULI'JIll.atG
,,,I�•-�.
.*.•-• _-•--•- —• _.
�__
_
Collection
Collection
* Analysis
Sample
Sa
Sample
Date
Time
Start Time
`°
Temp °C
pH S.U.
l
Z3
Duplicate
Post nge Buffer Check
Time
Temp
Theo Buffer Value Observed pH
Slope %
All pH values on this data sheet are in units of S.U.
Initial buffer checks are within 0.06 of.theoretical, Post Buffer check is ±<0.10 from theoretical, Duplicate is within <0.10
0216

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name:
Sample Date:
Date of Dilution Prep: 3 / t'I 43
Dilution Analyst:
Grams of pellets*:
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/ 9/ 2021

Table of Contents
con-tEst°
A Pace AnalyticaNLaboratory
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Manson Meads Complex Hedge Sample Description:
Work Order: 23C1588
Date Received: 3/15/2023
Field Sample #: P23M3
Sampled: 3/10/2023 09:38
Sample ID: 23C1588-01
Sample Matrix: Water
Conventional Chemistry Parameters by EPA/APIWSW-846 Methods (Total)
Date
Date/Time
Analyte
Results RL DL Units Dilution Flag/Qua] Method
Prepared
Analyzed Analyst
Ammonia as N
18 0.30 0.17 mg/L I SM19-23 4500 NH3 C
3/22/23
3/23/23 10:00 DRA
Total Kjeldahl Nitrogen
76 1.0 0.39 mg/L 1 SM19-23 4500-N Org
3/20/23
3/21/23 11:11 DET
B,C-NH3 C
Page 5 of 12

E
Rogers & Callcott
1_t ENVIRONMENTAL
City of Winston-Salem Project: Sludge
2799 Griffith Road Work Order: 23D1052
Winston-Salem, NC 27103-6417 Reported: 05/12/23 09:33
Sample Number
Sample Description
Sample Data
23D1052-01
P23M3 collected on 03/10/23 09:38
Reporting
Parameter Result Limit units Dr
General Chemistry Parameters
Nitrate as N
Nitrite as N
Total Solids
Total Metals
Mercury
Aluminum
Arsenic
Cadmium
Calcium
Copper
Iron
Lead
Magnesium
Molybdenum
Nickel
Potassium
Selenium
Sodium
Total Phosphorus as P
Zinc
Analyzed Method
ND
100
mg/kg
20.0
05/03/23 17:02
EPA 9056A
ND
40.0
mg/kg
20.0
05/03/23 17:02
EPA 9056A
90.1
0.100
%
1.00
03/15/23 16:45
Dry Weight
0.48
0,022
mg/kg dry
1.00
04/28/23 10:12
EPA 7471B
9100
136
mg/kg dry
25.0
04/26/23 18:16
EPA 601OD
ND
10.9
mg/kg dry
2.00
04/26/23 18:30
EPA 601OD
ND
4.36
mg/kg dry
2.00
04/26/23 18:30
EPA 601OD
16700
2730
mg/kg dry
250
04/26/23 18:03
EPA 601OD
205
4.36
mg/kg dry
2.00
04/26/23 18:30
EPA 601OD
23000
1400
mg/kg dry
250
05/03/23 17:04
EPA 6010D
25.0
10.9
mg/kg dry
2.00
04/26/23 18:30
EPA 601 OD
3940
136
mg/kg dry
25.0
04/26/23 18:16
EPA 601OD
ND
10.9
mg/kg dry
2.00
04/26/23 18:30
EPA 601 OD
38.2
4.36
mg/kg dry
2.00
04/26/23 18:30
EPA 6010D
1540
22.4
mglkg dry
2.00
05/03/23 17:32
EPA 601 OD
ND
10.9
mg/kg dry
2.00
04/26/23 18:30
EPA 6010D
501
22.4
mg/kg dry
2.00
05/03/23 17:32
EPA 6010D
17500
1360
mg/kg dry
250
04/26/23 18:03
EPA 6010D
1370
136
mpg dry
25.0
04/26/23 18:16
EPA 6010D
Plag Analyst Batch Lab
Z BMC 133E1183 RC-G
Z BMC B3E1183 RC-G
MNW B3C1435 RC-G
K2 GAH
1331)2278 RC-G
CAL
B3D2057 RC-G
CAL
B3D2057 RC-G
CAL
B3D2057 RC-G
CAL
133D2057 RC-G
CAL
B31)2057 RC-G
CAL
133E0982 RC-G
CAL
B31)2057 RC-G
CAL
B3D2057 RC-G
CAL
B3D2057 RC-G
CAL
133D2057 RC-G
CAL
B3E0982 RC-G
CAL
B3D2057 RC-G
CAL
133E0982 RC-G
CAL
B3D2057 RC-G
CAL
B3D2057 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fairforest Way I Greenville, SC 29607 1 main 864.232.1556 1 fax [phone] rogersandcallcott.com
___ _ ----- an employee -owned company
0511212023 09:33 This report may not be reproduced, except in full, without written permission from Rogers & Callcott, Inc.
Page 3 of 7

Environment 1, Incorporated
T
iinDrinking Water ID: 97715,
Waatawater ID: '10
P O. =6OX 7085, 114 OAKMONT DRIVE _ - PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
DATE COLLECTED: 03/13/23
DATE REPORTED : 03/17/23
1
REVIE D B
PF1 PF2 PF3 PF4
PARAMETERS
Total Solids, % 90.89 90.85 90.88 90.76
Fecal Coliform (MPN), /gram Solids 19 36 36 25
PF5 Analysis Method
Date Analyst Code
90.91 03/15/23 BNC 2540G-15
36 03/17/23 ADR 9221E-14

WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Total Solids, % 90.99
Fecal Coliform (MPN), /gram Solids 25
ID#: 599
DATE COLLECTED: 03/13/23
DATE REPORTE s 03/17/23
1
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
91.01 03/15/23 BNC 2540G-15
25 03/17/23 ADR 9221E-14

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 5iaE
Conversion from mg/kg to mg/L:
% Solids
Na
Ca
Mg
as decimal
M K
M Kg
M I<
0.9010
501
1 16700
3940 From R&C final lab report.
Na Mg/Kg X
% solids =
451.401 m
/L
Ca Mg/Kg X
% solids =
15046.7 m
/L
Mg Mg/Kg X
% solids =
3549.94 m
/L
SAR - Sodium Absorption Ratio
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/ L) Equivalent weight: 40.1
Mg : Magnesium (mg/L) Equivalent weight: 24.3
(Milli Equivalent (ME) = mg/L / Equivalent weight
Nam L * Cam L * Mg(mg/L)*
m L results from the calculation above
451.401 15046.7 1 3549.94
C'nnvart from mu/L to Milli Equivalent
Na ME
Ca ME
M ME
19.6
375.2
146.1
ISAR= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
IPAN CALCULATION
TKN
mmonia (mg/L
Dilution
%TS
76
18
5.0590
89.90
!ralizatio NH3 (mg/kg) = (NH3 (mg/L) * 1000/ (Dil. * (%TS/100))
Rate TKN mg/kg NH3 mg/kg NO3+NO2 mg/kg
0.2 16710 1 3958 1 140.0 For NO2+NO3 enter the final lab report results.
PAN Surface
4669 m0ka
JMR * (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

April 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 4/26/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
Revised 6/28/2023
Elledge
Summit
ConTest
Environ.1
Parameter
Permit
Limit
Units
P23M4
P23M4RC
P23M4CT
P23M4E1
Sample Dilution
g/ L
5.0229
% Total Solids
> 75
mg/ kg
89.01
88.40
Ammonia -Nitrogen
NA
mg/kg
4250
Nitrate + Nitrite N
NA
mg/kg
<0.5
TKN
NA
mg/kg
21472
Total Nitrogen
NA
mg/kg
21473
PAN
NA
mg/kg
5570
Total Phosphorus
NA
mg/ kg
19700
Mercury
57
mg/ kg
0.41
Aluminum
NA
mg/kg
7770
Arsenic
75
mg/kg
<2.34
Cadmium
85
mg/ kg
1.07
Calcium
NA
mg/kg
18700
Copper
4300
mg/kg
232
Iron
NA
mg/kg
17800
Lead
840
mg/kg
20.9
Magnesium
NA
mg/kg
3940
Molybdenum
75
mg/kg
8.25
Nickel
420
mg/kg
42.1
Potassium
NA
mg/kg
1320
Selenium
100
mg/kg
3.46
Sodium
NA
mg/kg
643
Zinc
7500
mg/kg
1600
SAR
NA
Ratio
1.5
H
I NA
I SU___l
7.06
pH Duplicate
I NA
I SU
1 7.03
Fecal <1000 MPN/ g 38
Fecal <1000 MPN/ g 15
tory Anal
e 1 i
AEWWTP
Reviewed by:
aQ
� Suprevisor

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pH
Pellets and Cake
Method SW-846 9045D
Archie Elledge WWTP Laboratory City of iflst - alern ps
Date 4 �D Analys
PH Calibration Record
with a Triode pH electrode Meter
Meter; Orion Model #
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.06 pH units of the theoretical value
Time 10: H 3 a pm
Theoretical Buffer
Initial - .
BUFFER LOT # (N)
Value
Calibration
Mid -Range Buffer
for Calibration
Temp
pH Value
check
anfd� Midlr�an/Ag1 a Buffer Checks
EX1P. DA4TE
�at
G
C
~ i.• 7,
/)
Slope
4
1 �! 1
-�
__•`{IF^Ni
,
Weigh 20 g ± 0.5 g sample.
Stir with DI water for 5 minutes, then centrifuge or settle for up to 16
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40ml DI watery 0 3 J 2 9
Weight of duplicate pellets mixed with 40ml DI water
Collection
Date
Collection.
Time
* Analysis
Start Time
-Sample
Sample
Temp °C
Sample
pH S.U.
10.3
Time,
I SAM
PZ3M
Duplicate
Temp
°'��, �' o
1z5.0
Z 5 fl
Theo Buffer Value
%, c9
-7.0&
?, a 3
Observed p
lZ3
1
\V
Post Midrange Buffer
Check
W-S Cake Biosolids
Weight of cake mixed with 40ml DI wafter g
Weight of duplicate cake mixed with 40ml DI wafter
Collection
Collection
Analysis
Sam Sample Sample
Date
Time
Sfia e
Temp °C pH S.U.
I Duplicate
Time Temp
Po s range Buffer Check
All pH values on this data sheet are in units of S.U. J
eoretical, Duplicate is within <0.10
Initial buffer checks are within 0.06 of.theoretical, Post Buffer check is ±<o.10 from th0216

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name:
Sample Date:
Date of Dilution Prep:
Dilution Analyst:
Grams of pellets*:
/�3
5. oz2R
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con -test°
A Pace Ana/yticat" Labomtory
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: Manson Meads Cimplex Elledge W Sample Description:
Work Order:
23EO379
Date Received: 5/2/2023
Field Sample #: P23M4
Sampled: 4/26/2023 09:59
Sample ID: 23EO379-01
Sample Matrix: Water
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date
Date/Time
Analyte
Results RL DL Units Dilution Flag/Qual Method
Prepared
Analyzed Analyst
Ammonia as N
19 0.30 0.17 mg/L I SM19-23 4500 NH3 C
5/4/23
5/5/23 12:41 EC
Total Kjeldahl Nitrogen
96 1.0 0.39 mg(L 1 SM19-23 4500-N Org
5/8/23
519/23 10:57 DET
B,C-NH3 C
Page 5 of 12

U S#%Mlot Summit Environmental Technologies, Inc. Analytical Report
3310 Win St.
Cuyahoga Falls, Ohio 44223 (base report)
=\'+'h.UWL1ENTQ,L Sc�ig+dQlC! ,.-5, � �
UJ f.r„itVr;Cat Labnrataraee TEL: [phone] FAX. [phone] WO#: 23041939
Website: http://ivww.settek.com Date Reported: 5/10/2023
CLIENT: City of Winston-Salem Tag Number:
Matrix: SOLID Collection Date: 4/26/2023 9:59:00 AM
Lab ID: 23041939-OOIA
Project: Class A Dryer Pellets
Client Sample ID Class A Dryer Pellets
Analyses
Result
RL Qual
Units
DF
Date Analyzed
METALS ANALYSIS (6010D)
SW6010
SW3050B Analyst: RJE
Aluminum(AI)
7770
467
mg/Kg
20
5/1/2023 12:35:00 PM
Arsenic(As)
ND
2.34 U
mg/Kg
1
4/30/2023 8:38:00 PM
Cadmium(Cd)
1.07
0.467
mg/Kg
1
4/30/2023 8:38:00 PM
Calcium(Ca)
18700
467
mg/Kg
20
5/1/2023 12:35:00 PM
Copper(Cu)
232
7.48
mg/Kg
1
4/30/2023 8:38:00 PM
Iron(Fe)
17800
3740
mg/Kg
400
5/1/2023 12:38:00 PM
Lead(Pb)
20.9
2.34
mg/Kg
1
4/30/2023 8:38:00 PM
Magnesium(Mg)
3940
187
mg/Kg
20
5/1/2023 12:35:00 PM
Molybdenum(Mo)
8.25
2.34
mg/Kg
1
4/30/2023 8:38:00 PM
Nickel(Ni)
42.1
2.34
mg/Kg
1
4/30/2023 8:38:00 PM
Phosphorus(P)
19700
467
mg/Kg
20
5/1/2023 12:35:00 PM
Potassium(K)
1320
46.7
mg/Kg
1
4/30/2023 8:38:00 PM
Selenium(Se)
3.46
2.34
mg/Kg
1
4/30/2023 8:38:00 PM
Sodium(Na)
643
93.5
mg/Kg
1
4/30/2023 8:38:00 PM
Zinc(Zn)
1600
46.7
mg/Kg
20
5/1/2023 12:35:00 PM
ANIONS ANALYSIS BY IC (SW-846: 9056) SW9056A Analyst: TAL
Nitrate
Nitrite
TOTAL SOLIDS (2540)
Total Solids
ND 0.500
ND 0.500
88.4
Qualifiers: B
Analyte detected in the associated Method Blank
H
Holding times for preparation or analysis exceeded
MC
Value is below Minimum Compound Limit.
ND
Not Detected
P
Second column confirmation exceeds
R
RPD outside accepted recovery limits
mg/Kg 5 4/28/2023 1:28:00 PM
mg/Kg 5 4/28/2023 1:28:00 PM
A254OG Analyst: SMZ
%1 5/9/2023 3:23:43 PM
E Value above quantitation range
M Manual Integration used to determine area response
N Tentatively identified compounds
OGl
PL Permit Limit Original
RL Reporting Detection Limit
Page 4 of 9

Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Sample Analysis Method
#1 Date Analyst Code
Mercury (dry wt. basis), mg/kg 0.41 05/02/23 DRC EPA7471B
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 04/26/23
DATE REPORTED : 05/03/23
REVIEWED BY: ✓ �v

Way to
ANALYTICAL
lu OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF1
PARAMETERS
Total Solids, % 87.88
Fecal Coliform (MPH /gram Solids 15
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
ID# : 599 FAX [phone]
DATE COLLECTED: 04/26/23
DATE REPORTED : 05/01/23
REVIEWED BY:
J \
PF2 PF3 PF4 PF5 Analysis Method
Date Analyst Code
87.97 87.72 87.85 87.78 04/27/23 JMS 2540G-15
26 26 38 26 04/26/23 JMS 9221E-14

Waypoint.
ANALYTICAL
114 OAK MONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Total Solids, % 88.17
Fecal Coliform (MPH /gram Solids 26
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
ID# : 599 FAX [phone]
DATE COLLECTED: 04/26/23
DATE REPORTED : 05/01/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
88.26 04/27/23 JMS 2540G15
26 04/26/23 JMS 9221E-14

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 1 4/26/2023
inversion from mg/kg to mg/L:
Na Ca
Mg
% Solids
as decimal
M K
M K
Mg/K
0.8840
643
18700
3940
a Mg/Kg X % solids =
Ca Mg/Kg X % solids =
568.412 m /L
16530.8 m /L
Mg Mg/Kg X % solids = 3482.96 m /L
SAR - Sodium Absorption Ratio
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/L) Equivalent weight: 40.1
Mg : Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/ L / Equivalent weight
From R&C final lab report.
Nam L * Cam L * Mg(mg/L)*
* m /L results from the calculation above
568.412 16530.8 1 3482.96
C'nnvart from mu/L to Milli Equivalent
Na ME
Ca ME
M ME
24.7
412.2
143.3
ISAR= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
IPAN CALCULATION
TKN
kmmorda (mg/ L
Dilution
%TS
96
19
5.0229
89.01
ralizatio NH3 (mg/kg) = (NH3 (mg(L) * 1000 / (Dil. * (%TS/100))
Rate TKN mg/kQ NH3 mg/kg NO3+NO2 mWkg
0.2 21472 4250 0.5 For NO2+NO3 enter the final lab report results.
PAN Surface
5570 me/ka
* (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

May 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 5/8/2023
Class A Siosolids Dryer Facility Monthly Pellet Report
"Revised
Elledge
Rogers &
Calcott
ConTest
Waypoint
Parameter
Permit
Limit
Units
P23M5
P23M5RC
P23M5CT
P23M5E1
Sample Dilution
g/L
5.1266
% Total Solids
> 75
mg/ kg
90.55
87.40
Ammonia -Nitrogen
NA
mg/kg
4308
Nitrate + Nitrite N
NA
mg/ kg
<141.2
TKN
NA
mg/ kg
21542
Total Nitrogen
NA
mg/kg
21682
PAN**
NA
mg/kg
5742
Total Phosphorus
NA
mg/kg
19800
Mercury
57
mg/ kg
0.4
Aluminum
NA
mg/ kg
9850
Arsenic
75
mg/kg
<11.1
Cadmium
85
mg/kg
<4.45
Calcium
NA
mg/ kg
18200
Copper
4300
mg/kg
230
Iron
NA
mg/ kg
22000
Lead
840
mg/kg
25.3
Magnesium
NA
mg/kg
4630
Molybdenum
75
mg/kg
<11.1
Nickel
420
mg/ kg
49.1
Potassium
NA
mg/kg
1660
Selenium
100
mg/ kg
<11.1
Sodium
NA
mg/kg
576
Zinc
7500
mg/kg
1430
SAR
NA
Ratio
1.3
H
NA
I SU
1 7.33
pH Duplicate
NA
I SU
1 7.33
Fecal <1000 MPN/ g 89
Fecal <1000 MPN/ g 26
** PAN is calculated using NOx, NH3, and TKN results. Due to a sampling error the NUx was samplect on a
different day than the NH3 and TKN. The PAN result was calculated using the NH3 and TKN results collected
on 5/16/23 and an annual average of the NOx.
tory Analysis Reviewed by:
YA m b Ako 7161 Aa)
AEWWTP Laboratory Suprevisor

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 1 5/8/2023
Conversion from mg/kg to mg/L:
% Solids
as decimal
Na Ca Mg
M K
Mg/Kg
M K
0.8740
576
18200
J 4630
a Mg/Kg X % solids =
lCa Mg/Kg X % solids =
Mg/Kg X % solids =
503.424 m /L
15906.8 m / L
4046.62 m /L
From R&C final lab report.
SAR - Sodium Absorption Ratio I
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/ L) Equivalent weight: 40.1
Mg: Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/ L / Equivalent weight
Nam L* Cam L* M m L*
* m L results from the calculation above
503.424 15906.8 T 4046.62
C'nnvart frnm my/L to Milli Equivalent
Na E
v Ca ME
M ME
21.9
396.7
166.5
ISAR= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
AN CALCULATION
TKN
k=onia (mg/L
Dilution
%TS
100
20
5.1266
90.55
ralizatio NH3 (mg/kg) = (NH3 (mg/L) * 1000/ (Dil. * (%TS/100))
Rate TKN mg/k NH3 mg/kg NO3+NO2 mg/kg
0.2 21542 4308 141.2 For NO2+NO3 enter the final lab report results.
PAN Surface
5742 mg/kg
IMR * (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

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pH
Pellets and Cake
Method SW-846 9045D
/ Archie Elledge WWTP Laboratory City of Wins Salem
Date M / 2 3 Analyst
PH Calibration Record
Meter; Orion Model All with a Triode pH electrode Meter # D
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.05 pH units of the theoretical value
Time / - 1V
an Wiwi
Initial
BUFFER LOT
Theoretical Buffer
Value
Calibration
Mid -Range Buffer
for Calibration
at Temp
pH Value
Check
and Midrange Buffer Checks
EXXP. D(AfTE
V 1
y 00
7 of
7. Of
22�u��a3
I/2S
10.
22�1(9 7�
�I/zy
Weigh 20 g ± 0.5 g sample. Stir with DI water for 5 minutes, then centrifuge or settle for up to 15
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40ml DI water is - 13 IZ g
Weight of duplicate pellets mixed with 40ml DI water D• 13 <
Collection
Date
O23
61t1U
Collection
Time
1Z4,V,
Post Midrange Buffer Check
Slope %
.8
* Analysis
Start Time
Sample
Sample
Temp °C
Sample
pH S.U.
°I °''3
p13 MS
ZIA. 3
, 33
Duplicate
.
7.33
Time
Z3 PM
Temp
20.3
Theo Buffer Value
2
Observed pH
-7. oq
95
/10%0
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water g
Weight of duplicate cake mixed with 40m1 DI water
Collection Collection * Analysis Sample LSample
Date Time Start Time p °C pH S.U.
��'o I b up I i c ate
Buffer Check
Buffer
All pH values on this data sheet are in units of S.U.
Initial buffer checks are within 0.05 of,theoretical, Post Buffer check is ±<0.10 from theoretical, Duplicate is within <0. [0 0
D296

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name: P 73 �k -
P % 013
Sample Date: �/ I
Date of Dilution Prep:
Dilution Analyst:
Grams of pellets*:
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con -test°
A Pace Analytical" Laboratory
39 Spruce Street* East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: Manson Meads Complex Elledge Sample Description: Work Order: 23E2327
Date Received: 5/17/2023
Field Sample #: P23 M5 Sampled: 5/16/2023 07:10
Sample ID: 23E2327-01
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date Date/Time
Analyte Results RL DL Units Dilution Flag/Qual Method Prepared Analyzed Analyst
Ammonia as N 20 0.30 0.17 mg/L I SM19-23 4500 N143 C 5/23/23 5/24/23 14:43 EC
Total Kjeldahl Nitrogen 100 1.0 0.39 mg/L 1 SM19-23 4500-N Org 5/22/23 5/23/23 15:21 EC
B,C-NH3 C
Page 5 of 13

Rogers & Callcott
ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23EO675
Winston-Salem, NC 27103-6417 Reported: 06/07/23 17:32
Sample Data
Sample Number 23EO675-01
Sample Description P23M5 collected on 05/08/23 09:58
Reporting
Parameter
Result
Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
100
mg/kg dry
20.0
05/25/23 17:51
EPA 9056A
BMC
B3E2290 RC-G
Nitrite as N
ND
40.0
mg/kg dry
20.0
05/25/23 17:51
EPA 9056A
BMC
B3E2290 RC-G
Total Solids
87.4
0.100
%
1.00
05/30/23 15:30
Dry Weight
RJM
B3E2395 RC-G
Total Metals
Aluminum
9850
139
mg/kgdry
25.0
05/16/23 17:27
EPA 601OD
EDM
133E1690 RC-G
Arsenic
ND
11.1
mg/kg dry
2.00
05/16/23 18:02
EPA 6010D
EDM
133E1690 RC-G
Cadmium
ND
4.45
mg/kg dry
2.00
05/16/23 18:02
EPA 601OD
EDM
133E1690 RC-G
Calcium
18200
1390
mg/kgdry
250
05/18/23 16:52
EPA6010D
CAL
133E1690 RC-G
Copper
230
4.45
mg/kgdry
2.00
05/16/23 18:02
EPA6010D
EDM
B3E1690 RC-G
Iron
22000
1400
mg/kg dry
250
05/26/23 20:00
EPA 60101)
CAL
133E2176 RC-G
Lead
25.3
11.1
mg/kg dry
2.00
05/16/23 18:02
EPA 601 OD
EDM
133E1690 RC-G
Magnesium
4630
139
mg/kgdry
25.0
05/18/23 17:06
EPA 601OD
CAL
B3E1690 RC-G
Molybdenum
ND
11.1
mg/kg dry
2.00
05/16/23 18:02
EPA 601 OD
EDM
133E1690 RC-G
Nickel
49.1
4.45
mg/kg dry
2.00
05/16/23 18:02
EPA 601OD
EDM
B3E1690 RC-G
Potassium
1660
22.3
mg/kg dry
2.00
05/16/23 18:02
EPA6010D
EDM
B3E1690 RC-G
Selenium
ND
11.1
mg/kg dry
2.00
05/16/23 18:02
EPA 601OD
EDM
B3E1690 RC-G
Sodium
576
22.3
mg/kg dry
2.00
05/22/23 13:51
EPA6010D
CAL
B3EI690 RC-G
Total Phosphorus as P
19800
1390
mg/kg dry
250
05/16/23 17:07
EPA6010D
EDM
B3E1690 RC-G
Zinc
1430
139
mg/kg dry
25.0
05/16/23 17:27
EPA6010D
EDM
133E1690 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fair -forest Way 1 Greenville, SC 29607 1 main 864.232.1556 1 fax 864.232.614o rogersandealleott.eom
an employee -owned company
0610712023 17:32 This report may not be reproduced, except in fill, without written permission from Rogers & Callcott, Inc.
Page 3 of 7

Waypo�nt.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Sample Analysis Method
#1 Date Analyst Code
Mercury (dry wt. basis), mg/kg 0.40 05/26/23 DRC EPA7471B
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 05/08/23
DATE REPORTED : 05/26/23
REVIEWED BY:

0
Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
Drinking Water ID: 37715
Waetewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 05/08/23
DATE REPORTED : 05/16/23
REVIEWED BY:
PF1 PF2 PF3 PF4
PARAMETERS
Total Solids, % 89.16 89.02 89.21 88.77
Fecal Coliform (MPN), /grain Solids 89 26 37 89
PF5 Analysis Method
Date Analyst Code
89.14 05/09/23 BLV 2540G-15
89 05/08/23 JDJ 92.21E-14

Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
a ewater ID: 10
Pi�JE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 05/08/23
DATE REPORTED : 05/16/23
REVIEWED BY: ✓ J `' _._
PF7 Analysis Method
Date Analyst Code
Total Solids, % 88.84 88.82 05/09/23 BLV 2540G-15
Fecal Coliform (NON), /gram Solids 37 32 05/08/23 JDJ 9221E-14

June 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 6/12/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
Elledge
Rogers &
Calcott
ConTest
Waypoint
Parameter
Permit
Limit
Units
P23M6
P23M6RC
P23M6CT
P23M6E1
Sample Dilution
g/L
5.0344
% Total Solids
> 75
mg/ kg
87.38
82.60
Ammonia -Nitrogen
NA
mg/kg
4319
Nitrate + Nitrite N
NA
mg/kg
<140
TKN
NA
mg/kg
16140
Total Nitrogen
NA
mg/kg
16280
PAN
NA
mg/kg
4664
Total Phosphorus
NA
mg/kg
22100
Mercury
57
mg/ kg
0.24
Aluminum
NA
mg/ kg
9840
Arsenic
75
mg/kg
<11.7
Cadmium
85
mg/kg
<4.66
Calcium
NA
mg/kg
21800
Copper
4300
mg/kg
250
Iron
NA
mg/kg
25200
Lead
840
mg/kg
24.5
Magnesium
NA
mg/ kg
5370
Molybdenum
75
mg/kg
<11.7
Nickel
420
mg/kg
30.2
Potassium
NA
mg/kg
1450
Selenium
100
mg/ kg
<11.7
Sodium
NA
mg/kg
724
Zinc
7500
mg/kg
1640
SAR
NA
Ratio
1.5
H
I NA
SU
7.14
pH Duplicate
NA
SU
7.20
Fecal
<1000
MPN/ g
149
Fecal
<1000
MPN/ g
5.1
L oratory Analysis Reviewed by:
Y,)Wm 4 (ka q I I,
AEWWTP Laborato Suvrevisor

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: E2/20o
Conversion from mg/kg to mg/L:
% Solids
Na
Ca
Mg
as decimal
M K
M K
M K
0.8260
724
21800
5370 From R&C final lab report.
Na Mg/Kg X
% solids =
598.024 m
/L
Ca Mg/Kg X
% solids =
18006.8 m
/L
Mg Mg/Kg X
% solids =
4435.62 m
/L
SAR - Sodium Absorption Ratio I
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/L) Equivalent weight: 40.1
Mg: Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/L / Equivalent weight
Nam L* Cam L* M m L*
* m L results from the calculation above
598.024 18006.8 1 4435.62
C'onvPrt from mg/L to Milli Eauivalent
Na ME
Ca ME
M ME
26.0
449.0
182.5
= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
PAN CALCULATION
TKN Ammonia
Dilution %TS
(mg/L) (mg/L)
71 19 5.0344 87.38
!ralizatio NH3 (mg(kg) = (NH3 (mg(L) * 1000 / (Dil. * (%TS/100))
Rate TKN mg/kg NH3 mg/kg NO3+NO2 mg(kg
0.2 16140 4319 140.0 For NO2+NO3 enter the final lab report results.
PAN Surface
4664 m2/kz
IMR'* (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

a)
LO
O
ti
to
u) F—
w
JO w N
n. o ❑
uo
Q J It N
LO H = N a
OX\ O U) o
0
o � �
d
t�
C
ns
i0
m
Z
O
Q
¢
F-
O
m
a
N
wa
�I
Z LLl
00
3
O
❑
LLJ
c�a
Z J
LW
tZ
D
R
L
N
LL W
4)
fn
-
13
O =
N
o
=
U
H d'
L)
U ¢
❑
❑
0=
F-
r
Q)
U `•
C
N r-4
� _ V
LO bo
I o
tYa tyo
m
4.
a)
cn
L
n
❑`
�
N
r
�
cn 0 -�S-
~o
o
a
a)
U)
w
❑
w
I—
m0 MM
ME
WCD
zL�
iYa
U
❑
8n
`'L'
w
J
d
_
a_
LLJ
-
0
N
(n N
� N
co
(n -p N
O
L
U to
N
U_
0) iZ
L
O ❑
0
O �
N
C �
N a)
cn a)
a) =
a)
m�
ca cn
U p
.0
a) a)
_
= CU
c a)
7 to
L
7
O ui
L =
a)
�E
o m
-0 m c
L
N O) a)
-0 to L
0a 3
O
cn
En � a
L � 2 -0
iA m Q

pH
Pellets and Cake
Method SW-846 9045D
Archie Elledge WWTP Laboratory City of Winston Salem
Date ('ZIq1'Z3 Analyst J
PH Calibration Record
Meter: Orion Model 2 / with a Triode pH electrode Meter #
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.05 pH units of the theoretical value
Time `%: 0 pm
Theoretical Buffer Initial BUFFER LOT # (�)
Value Calibration Mid -Range Buffer for Calibration
IEI at 2 Temps pH Value Check and Midrange Buffer Checks EXP. DATE
0
i /23 I: r'i+'•'C� y }11'v -r F V� `� 1 V� slope %
7. ©o 22C o(03 f2s 1
Weigh 20 g ± 0.6 g sample. Stir with DI water for 5 minutes, then centrifuge or settle for up to 16
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40ml DI water , u a
Weight of duplicate pellets mixed with 40ml DI water 01 g
Collection Collection * Analysis Sample Sample Sample
Date Time Start Time Temp °C pH S.U.
. l
Duplicate '�` , Z (�
Time Temp Theo Buffer Value Observed pH
Post Midrange Buffer Check (� : AW 'U 7. 01 1 -1• ( 1
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water g
Weight of duplicate cake mixed with 40ml DI water 9
o n Collectio * Analysis Sample Sample mp e
Date Stofime emp °C pH S.U.
Time
range Buffer Check
p
All pH values on this data sheet are in units of S.U.
initial buffer checks are within 0.05 of,theoretical, Post Buffer check is ±<o.10 from theoretical, Duplicate is within <0.10 ps
0216

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name:
Sample Date: CD )
Date of Dilution Prep:
Dilution Analyst:
Grams of pellets*:
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con-tEst°
A Pace Anatyticall Laboratory
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: Manson Meads Complex Elledge Sample Description:
Work Order:
23F2943
Date Received: 6/22/2023
Field Sample #: P23 M6
Sampled: 6/12/2023 08:30
Samole ID: 23F2943-01
Samole Matrix: Water
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date
Date/Time
Anslyte
Results RL DL Units Dilution Flag/Qual Method
Prepared
Analyzed Analyst
Ammonia as N
19 0.30 0.17 mg/L 1 SMI9-23 4500 NH3 C
6/2923
6/30/23 15:42 EC
Total Kjeldahl Nitrogen
71 1.0 0.39 mg/L I SM19-23 4500-N Org
6/28/23
6/292310:26 DET
B,C-NH3 C
Page 5 of 13

Rogers &Callcott
WiENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23FO644
Winston-Salem, NC 27103-6417 Reported: 07/06/23 12:46
Sample Data
Sample Number 23FO644-01
Sample Description P23M6 collected on 06/12/23 08:00
Parameter
Result
Reporting
Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
100
mg1kg dry
20.0
06/21/23 17:40
EPA 9056A
BMC
B3F1718 RC-G
Nitrite as N
ND
40.0
mg/kg dry
20.0
06/21/23 17:40
EPA 9056A
BMC
B3F1718 RC-G
Total Solids
82.6
0.10
%
1.00
06/29/23 09:08
SM 2540G
Z RJM
B31`2030 RC-G
Total Metals
Aluminum
9840
291
mg/kg dry
25.0
06/26/23 21:54
EPA 601OD
EDM
B3F1594 RC-G
Arsenic
ND
11.7
mg/kg dry
2.00
06/22/23 21:29
EPA 6010D
EDM
B3F1594 RC-G
Cadmium
ND
4.66
mg/kg dry
2.00
06/22/23 21:29
EPA 6010D
EDM
B3171594 RC-G
Calcium
21800
1460
mg/kg dry
250
06/22/23 21:01
EPA 601 OD
EDM
B3F1594 RC-G
Copper
250
4,66
mg/kgdry
2.00
06/22/23 21:29
EPA 601OD
EDM
B3F1594 RC-G
Iron
25200
1460
mg/kg dry
250
06/22/23 21:01
EPA 601OD
EDM
133F1594 RC-G
Lead
24.5
11.7
mg/kg dry
2.00
06/22/23 21:29
EPA 601OD
EDM
B3F1594 RC-G
Magnesium
5370
146
mg/kg dry
25.0
06/22/23 21:15
EPA 601OD
EDM
B3F1594 RC-G
Molybdenum
ND
11.7
mg/kg dry
2.00
06/22/23 21:29
EPA 6010D
EDM
B3171594 RC-G
Nickel
30.2
4.66
mg/kgdry
2.00
06/22/23 21:29
EPA 601OD
EDM
B3F1594 RC-G
Potassium
1450
23.3
mg/kg dry
2.00
06/22/23 21:29
EPA 6010D
EDM
B3F1594 RC-G
Selenium
ND
11.7
mg/kg dry
2.00
06/22/23 21:29
EPA 601OD
EDM
B3F1594 RC-G
Sodium
724
291
mg/kgdry
25.0
06/22/23 21:15
EPA 601OD
EDM
B3171594 RC-G
Total Phosphorus as P
22100
1460
mg/kg dry
250
06/22/23 21:01
EPA 601OD
EDM
B3171594 RC-G
Zinc
1640
146
mg/kg dry
25.0
06/22/23 21:15
EPA 6010D
EDM
B3F1594 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fairforest Way 1 Greenville, SC 29607 1 main 864.232.1556 1 fax [phone] rogersandcallcott.com
-- an employee -owned company
0710612023 12:46 This report may not be reproduced, except in full, without written permission from Rogers & Callcott, Inc.
Page 4 of 8

Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Sample Analysis Method
#1 Date Analyst Code
Mercury (dry wt. basis), mg/kg 0.24 06/22/23 MTM EPA7471B
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 06/12/23
DATE REPORTED : 06/23/23
REVIEWED BY:

Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
Drinking Water ID: 37715
PFYOME`°( ) �6-d208
FAX [phone]
ID#: 599
DATE COLLECTED: 06/12/23
DATE REPORTED : 06/21/23
REVIEWED BY:
PF1 PF2 PF3 PF4
PARAMETERS
Total Solids, % 87.13 87.18 87.63 87.12
Fecal Coliform (MPH /gram Solids 56 149 56 91
PF5 Analysis Method
Date Analyst Code
87.28 06/13/23 ADR 2540G-15
8.9 06/12/23 BLV 9221E-14

Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
PI-TONEwM MAIM8
FAX [phone]
ID#: 599
DATE COLLECTED: 06/12/23
DATE REPORTED : 06/21/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 87.33 87.45 06/13/23 ADR 2540G-15
Fecal Coliform (MPN), /gram Solids 26 5.1 06/12/23 BLV 9221E-14

July 2023 Laboratory Data

Archie Elledge WWTP Collection Date: 7/10/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
Elledge
Rogers &
Calcott
ConTest
(Pace)
Waypoint
Parameter
Permit
Limit
Units
P23M7
P23M7
P23M7
P23M7
Sample Dilution
g/ L
5.0164
% Total Solids
> 75
mg/kg
89.97
90.90
Ammonia -Nitrogen
NA
mg/kg
4431
Nitrate + Nitrite N
NA
mg/ kg
<139.4
TKN
NA
mg/kg
22157
Total Nitrogen
NA
mg/kg
22296
PAN
NA
mg/ kg
5900
Total Phosphorus
NA
mg/kg
19700
Mercury
57
mg/ kg
0.44
Aluminum
NA
mg/kg
9060
Arsenic
75
mg/kg
<11
Cadmium
85
mg/kg
<4.39
Calcium
NA
mg/kg
18100
Copper
4300
mg/kg
216
Iron
NA
mg/kg
22100
Lead
840
mg/kg
24.7
Magnesium
NA
mg/kg
4730
Molybdenum
75
mg/kg
<11
Nickel
420
mg/ kg
23.7
Potassium
NA
mg/ kg
1560
Selenium
100
mg/kg
<11
Sodium
NA
mg/kg
565
Zinc
7500
mg/ kg
1440
SAR
NA
Ratio
1
1.3
H
NA
SU
7.18
pH Duplicate
NA
SU
7.20
Fecal <1000 MPN/ g 270
Fecal <1000 MPN/ g 27
La giatory An sis ie ed by:
.� 0
AEWWTP Laborat r previsor

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 1 7/10/2023
inversion from mg/kg to mg/L:
% Solids Na Ca Mg
as decimal M K M K M I<
0.9090 565 18100 4730 11 From R&C final lab report.
INa Mg/Kg X % solids =
jCa Mg/Kg X % solids =
Mg/Kg X % solids =
513.585 m / L
16452.9 m / L
4299.57 m /L
SAR - Sodium Absorption Ratio I
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/L) Equivalent weight: 40.1
Mg : Magnesium (mg/L) Equivalent weight: 24.3
IMilli Equivalent (ME) = mg/L / Equivalent weight
Nam L * Cam L * Mg(mg/L)*
* m L results from the calculation above
513.585 1 16452.9 1 4299.57
C'nnvPrf frnrn my/1. to Milli F.auivalent
Na ME v
Ca ME
M ME
22.3
410.3
176.9
= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
AN CALCULATION
TKN
kmmonia (mg/L
Dilution
%TS
100
20
5.0164
89.97
ralizatio NH3 (mg/kg) = (NH3 (mg/L) * 1000 / (Dil. * (%TS/100))
Rate TKN mg/kg NH3 mg/kg NO3+NO2 mg/kg
0.2 22157 4431 139.4 For NO2+NO3 enter the final lab report results.
PAN Surface
5900 m17,/kz
* (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

W
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LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name:
Sample Date:
Date of Dilution Prep
Dilution Analyst:
Grams of pellets*:
PZ3K -7
-7(1o/z3
7llf/23
OS
S. D16H
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con -test®
A Pace Anaiyticals Laboratory
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: Manson Meads Complex Elledge Sample Description: Work Order: 23G1267
Date Received: 7/12/2023
Field Sample #: P23M7 Sampled: 7/10/2023 09:20
Sample ID: 23G1267-01
Conventional Chemistry Parameters by EPA/APfWSW-846 Methods (Total)
Date Date/Time
Analyte Results RL DL Units Dilution Flag/Qual Method Prepared Analyzed Analyst
Ammonia as N 20 0.30 0.17 mg/L 1 SM19-23 4500 N113 C 7/15/23 7/18/23 15:02 EC
Total Kjeldahl Nitrogen 100 1.0 0.39 mg/L l SM19-23 4500-N Org 7/25/23 7/26/23 18:50 EC
B,C-NH3 C
Page 5 of 13

Rogers &Caticott
ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23GO521
Winston-Salem, NC 27103-6417 Reported: 08/07/23 17:28
Sample Data
Sample Number 23GO521-01
Sample Description P23M7RC collected on 07/10/23 09:20
Parameter
Result
Reporting
Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
99.6
mgikg dry
20.0
07/14/23 08:43
EPA 9056A
BMC
133GI559 RC-G
Nitrite as N
ND
39.8
-gfkg dry
20.0
07/14/23 08:43
EPA 9056A
BMC
133GI559 RC-G
Total Solids
90.9
0.10
%
1.00
07/12/23 14:01
SM 2540G
RJM
133GI44I RC-G
Total Metals
Aluminum
9060
137
mg/kg dry
25.0
07/27/23 20:46
EPA 60 1 OD
EDM
133GI865 RC-G
Arsenic
ND
11.0
mgfkg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
133GI865 RC-G
Cadmium
ND
4.39
mg/kg dry
2.00
07/27/23 21:00
EPA 60 101)
EDM
133GI865 RC-G
Calcium
18100
1370
mg/kg dry
250
07/27/23 20:32
EPA6010D
EDM
133GI865 RC-G
Copper
216
4.39
mg/kg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
133GI865 RC-G
Iron
22100
1370
mg/kg dry
250
07/27/23 20:32
EPA6010D
EDM
133GI865 RC-G
Lead
24.7
11.0
mg/kg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
133GI865 RC-G
Magnesium
4730
137
mg/kg dry
25.0
07/27/23 20:46
EPA 60 1 OD
EDM
133GI865 RC-G
Molybdenum
ND
11.0
mg/kg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
133GI865 RC-G
Nickel
23.7
4.39
mglkg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
133GI865 RC-G
Potassium
1560
22.0
mg/kg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
133GI865 RC-G
Selenium
ND
11.0
mg/kg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
B3GI865 RC-G
Sodium
565
22.0
mg/kg dry
2.00
07/27/23 21:00
EPA 60 1 OD
EDM
B3G1865 RC-G
Total Phosphorus as P
19700
1370
mgtkg dry
250
08/04/23 19:48
EPA 60 1 OD
EDM
133GI865 RC-G
Zinc
1440
137
mglkg dry
25.0
07/27/23 20:46
EPA 60 1 OD
FDM
133GI865 RC-G
PO Box 5655 � Greenville, SC 29606 1 426 Fairforest Way 1 Greenville, SC 29607 1 main 864.232.1556 1 fa. 864.232.614o rogersandcallcott.com
an employee -owned company
0810712023 17:28 This report may not be reproduced, e-rcept infidl, without written permissionfrom Rogers & Callcott, Inc. I Page 3 of 7

Waypoi t�
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 07/10/23
DATE REPORTED : 07/14/23
REVIEWED BY: 11�
PF1 PF2 PF3 PF4
PARAMETERS
Total Solids, % 89.80 89.90 89.98 89.83
Fecal Coliform (MPH /gram Solids 270 27 27 27
PF5 Analysis Method
Date Analyst Code
89.77 07/11/23 JMS 2540G-15
27 07/10/23 ADR 9221E-14

Waypoit0
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 07/10/23
DATE REPORTED : 07/14/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 89.82 89.85 07/11/23 JMS 254OG-15
Fecal Coliform (MPN), /gram Solids 27 27 07/10/23 ADR 9221E-14

August 2023 Laboratory Data

8/1/2023
Archie Elledge WWTP Collection Date: 8/7/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
"Results from both collection dates were averaged.
Sample Collection Date:
Elledge
Rogers &
Calcott
ConTest
(Pace)
Waypoint
8/7/2023
8/1/2023**
8/7/2023-"
8/7/2023
8/7/2023
Parameter
Permit
Limit
EQ
Limit
Units
P23M8
P23M8
P23M8
P23M8
Sample Dilution
g/L
5.0022
% Total Solids**
> 75
mg/kg
89.18
89.25
76.7
Ammonia -Nitrogen
mg/kg
4952
Nitrate + Nitrite N**
mg/kg
<140
TKN
mg/kg
22415
Total Nitrogen
mg/kg
22555
PAN
mg/kg
6109
Total Phosphorus**
mg/kg
19900
Mercury
57
17
mg/kg
0.46
Aluminum**
mg/kg
10160
Arsenic**
75
41
mg/kg
<11
Cadmium**
85
39
mg/kg
<4.41
Calcium**
mg/kg
19900
Copper**
4300
1500
mg/kg
218
Iron**
mg/kg
24000
Lead**
840
300
mg/kg
25.8
Magnesium**
mg/kg
4365
Molybdenum**
75
mg/kg
<11
Nickel**
420
420
mg/kg
20.5
Potassium**
mg/kg
1585
Selenium**
100
36
mg/kg
<11
Sodium**
mg/kg
584
Zinc**
7500
2800
mg/kg
1480
SAR
Ratio
1.3
H
NA
su
1 6.88
pH Duplicate
NA
I
I su
1 6.89
Fecal
<1000
MPN/g
190
Fecal
<1000
MPN/g
28
La atory Anal sis evie ed by:
AEWWTP La"5oratLry Suprevisor

8/1/2023
Archie Elledge WWTP Collection Date: 8/7/2023
Class A Biosolids Dryer Facility Monthly Pellet Report
**Sample collected on 8/l/23 & 8/7/23 were averaged.
Elledge
Rogers &
Calcott
ConTest
(Pace)
Waypoint
Parameter
Permit
Limit
EQ
Limit
Units
P23M8
P23M8
P23M8
P23M8
Sample Dilution
g/L
5.0022
% Total Solids**
> 75
mg/kg
89.18
89.25
Ammonia -Nitrogen
mg/kg
4259
Nitrate + Nitrite N**
mg/kg
<140
TKN
mg/kg
19278
Total Nitrogen
mg/kg
19418
PAN
mg/ kg
5273
Total Phosphorus**
mg/kg
19900
Mercury
57
17
mg/kg
0.46
Aluminum**
mg/ kg
10160
Arsenic**
75
41
mg/kg
<11
Cadmium**
85
39
mg/kg
<4.41
Calcium**
mg/kg
19900
Copper**
4300
1500
mg/kg
218
Iron**
mg/kg
24000
Lead**
840
300
mg/kg
25.8
Magnesium**
mg/kg
4365
Molybdenum**
75
mg/kg
<11
Nickel**
420
420
mg/kg
20.5
Potassium**
mg/kg
1585
Selenium**
100
36
mg/kg
<11
Sodium**
mg/kg
584
Zinc**
7500
2800
mg/kg
1480
SAR
Ratio
1.3
H
I NA
su
1 6.88
pH Duplicate
I NA
su
1 6.89
Fecal
<1000
MPN/g
190
Fecal
<1000
MPN/g
28
tory Anal s' ev'e ed by:
TTP Laborato uprevisor YJ

F-
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pH
Pellets and Cake
Method SW-846 9045D
Archie Elledge WWTP Laboratory City of Winston Salem
Date �' 7 ` 2 3 Analyst ®s
PH Calibration Record
ps
Meter; Orion Model A 11 t with a Triode pH electrode Meter #
The meter and electrode provide automatic temperature compensation �N0826s
All buffer results, before and after analysis, must be within 0.06 pH units of the theoretical value
Time �nypm
Theoretical Buffer Initial BUFFER LOT # (�)
Value Calibration Mid -Range Buffer for Calibration
at Temp pH Value Check and Midrange Buffer Checks EXP. DATE
00
Slope %
7. o�
�,o►
fO, S
-71
Weigh 20 g - 0.5 g sample.
Stir with Dl water for 5 minutes, then centrifuge or settle for up to 16
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40m1 DI water L.g
W-S Cake Biosolids o
Weight of cake mined with 40m1 DI water ®2 g
Weight of duplicate cake mixed with 40ml DI water Q
Collection Collection
Date Time
�- -7 d 23 �,Q'. t
* Analysis Sample
Start Time
Post Midrange Buffer Check I 1 z:
Sample
Temp °C
TtJ
Duplicate
Sample
aH S.U.
7 V
Observed pH
(0,9�
All pH values on this data sheet are in units of S.U. licate is within <0.'10 05-
Initial buffer checks are within 0.05 of, theoretical, Post Buffer check is<0.10 from theoretical, Du
0216

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name:
Sample Date:
Date of Dilution Prep:
Dilution Analyst:
Grams of pellets*:
pz�r/\S-
t- 7-Z3
QS
5.0022
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/ 9/ 2021

Table of Contents
con -tut°
A Pace Analytical" Laboratory
39 Spruce Street' East Longmeadow, MA 01028 " FAX [phone] " TEL, 413/525-2332
Project Location: Manson Meads Complex Elledge Sample Description:
Work Order:
23H1457
Date Received: 8/8/2023
Field Sample #: P23 M8
Sampled: 8/7/2023 00:00
Sample ID: 23HI457-01
Sample Matrix: Soil
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date
Date/Time
Analyte
Results RL DL Units Dilution Flag/Qual Method
Prepared
Analyzed
Analyst
% Solids
0.767 % Wt I H-06 SM 254OG
8/17/23
8/17/23 19:20
JLC
Ammonia as N
19 0.30 0.17 mg/L 1 SM19-23 4500 NH3 C
8/10/23
8/12/23 16:58
EC
Total Kjeldahl Nitrogen
86 1.0 0.39 mg/L 1 SM19-23 4500-N Org
8/16/23
8/17/23 11:10
DET
B,C-NH3 C
Page 5 of 12

Rogers &Callcott
t ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23HO207
Winston-Salem, NC 27103-6417 Reported: 08/31/23 16:00
Sample Data
Sample Number 23HO207-01
Sample Description P23M8 collected on 08/01/23 10:50
Reporting
Parameter Result Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
100
mg/kg dry
20.0
08/28/23 15:49
EPA 9056A
BMC
1331­12385 RC-G
Nitrite as N
ND
40.0
mg/kg dry
20.0
08/28/23 15:49
EPA 9056A
BMC
B3H2385 RC-G
Total Solids
91.2
0.10
%
1.00
08/03/23 09:45
SM 254OG
MAM
133H1196 RC-G
Total Metals
Aluminum
10700
138
mg/kg dry
25.0
08/18/23 23:25
EPA 601OD
CAL
133H1539 RC-G
Arsenic
ND
11.0
mgtkg dry
2.00
08/18/23 23:39
EPA6010D
CAL
B31­11539 RC-G
Cadmium
ND
4.41
mg/kg dry
2.00
08/18/23 23:39
EPA 601OD
CAL
B3111539 RC-G
Calcium
20200
2750
mg/kg dry
250
08/23/23 20:54
EPA6010D
EDM
B3111539 RC-G
Copper
222
4.41
mg/kg dry
2.00
08/18/23 23:39
EPA 601OD
CAL
B31­11539 RC-G
Iron
25300
1380
mglkg dry
250
08/18/23 23:11
EPA 601OD
CAL
B31­11539 RC-G
Lead
27.0
11.0
rng/kgdry
2.00
08/18/23 23:39
EPA 601OD
CAL
133111539 RC-G
Magnesium
4600
138
mglkg dry
25.0
08/18/23 23:25
EPA 601 OD
CAL
B31`11539 RC-G
Molybdenum
ND
11.0
mglkgdry
2.00
08/18/23 23:39
EPA6010D
CAL
B31­11539 RC-G
Nickel
21.2
4,41
mg/kg dry
2.00
08/18/23 23:39
EPA 601OD
CAL
B3H1539 RC-G
Potassium
1630
22.0
mglkgdry
2.00
08/18/23 23:39
EPA 601OD
CAL
B31­11539 RC-G
Selenium
ND
11.0
mg/kgdry
2.00
08/18/23 23:39
EPA 601OD
CAL
133H1539 RC-G
Sodium
572
22.0
mgtkg dry
2,00
08/18/23 23:39
EPA6010D
CAL
1331­11539 RC-G
Total Phosphorus as P
21000
1380
mg/kg dry
250
08/18/23 23:11
EPA6010D
CAL
1331­11539 RC-G
Zinc
1540
138
mg/kg dry
25.0
08/18/23 23:25
EPA 601OD
CAL
B3H1539 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fairforest Way I Greenville, SC 29607 i main 864.232.1556 1 fax [phone] rogersandcallcott.com
_ —.-- an employee -owned company
0813112023 16:00 This report may not be reproduced, except in full, without written permission from Rogers & Callcott, Inc.
Page 3 of 7

Rogers & Callcott
♦ ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23HO565
Winston-Salem, NC 27103-6417 Reported: 08/31/23 16:06
Sample Data
Sample Number 23HO565-01
Sample Description P23M8 collected on 08/07/23 10:16
Parameter
Result
Reporting
Limit
Units
I)1
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
100
mg/kg dry
20.0
08/28/23 16:31
EPA 9056A
BMC
B3H2385 RC-G
Nitrite as N
ND
40.0
mg/kg dry
20.0
08/28/23 16:31
EPA 9056A
BMC
B31­12385 RC-G
Total Solids
87.3
0.10
%
1.00
08/10/23 15:35
SM 2540G
MAM
B3H1585 RC-G
Total Metals
Aluminum
9620
141
mg/kgdry
25.0
08/19/23 01:01
EPA 601OD
CAL
133H1539 RC-G
Arsenic
ND
11.3
mg/kg dry
2.00
08/19/23 01:05
EPA 601OD
CAL
B3H1539 RC-G
Cadmium
ND
4.53
mg1kgdry
2.00
08/19/23 01:05
EPA 601OD
CAL
B3H1539 RC-G
Calcium
19600
2830
mg/kg dry
250
08/23/23 21:25
EPA 601OD
EDM
1331­11539 RC-0
Copper
215
4.53
mg/kg dry
2,00
08/19/23 01:05
EPA6010D
CAL
B3H1539 RC-G
Iron
22700
1410
mg/kg dry
250
08/19/23 00:58
EPA 601OD
CAL
1331­11539 RC-G
Lead
24.7
11.3
mg/kgdry
2.00
08/19/23 01:05
EPA 601OD
CAL
1331­11539 RC-G
Magnesium
4130
141
mg/kg dry
25.0
08/19/23 01:01
EPA 601OD
CAL
B3H1539 RC-G
Molybdenum
ND
11.3
mg/kg dry
2.00
08/19/23 01:05
EPA6010D
CAL
1331­11539 RC-G
Nickel
19.8
4.53
mg/kg dry
2,00
08/19/23 01:05
EPA 601OD
CAL
133H1539 RC-G
Potassium
1540
22.6
mg/kg dry
2.00
08/19/23 01:05
EPA 601OD
CAL
B31­11539 RC-G
Selenium
ND
11.3
mg/kg dry
2.00
08/19/23 01:05
EPA 601OD
CAL
1331­11539 RC-G
Sodium
596
22.6
mg/kg dry
2.00
08/19/23 01:05
EPA6010D
CAL
B3H1539 RC-G
Total Phosphorus as P
18800
1410
mg/kg dry
250
08/19/23 00:58
EPA 601OD
CAL
1331­11539 RC-G
Zinc
1420
141
mg/kg dry
25.0
08/19123 01:01
EPA 601OD
CAL
133H1539 RC-G
PO Box 5655 1 Greenville, SC 29606 1 426 Fairforest Way 1 Greenville, SC 29607 1 main 864.232.1556 1 fax 864.232.614o rogersandcallcott.com
�_,. _ a s• — -_- - an employee -owned company
0813112023 16:06 This report may not be reproduced, except in fill, without written permission from Rogers & Callcott, Inc.
Page 3 of 7

Waypo 0 to
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Sample Analysis Method
#1 Date Analyst Code
Mercury (dry wt. basis), mg/kg 0.46 08/23/23 MTM EPA7471B
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 08/07/23
DATE REPORTED : 08/24/23
REVIEWED BY:

• Drinking Water ID: 37715
Wa ol
t Wastewater ID: 10
Yp
ANALYTICAL
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, NC 27858 FAX [phone]
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD DATE COLLECTED: 08/07/23
WINSTON-SALEM, NC 27103 DATE REPORTED : 08/11/23
REVIEWED BY:
PF1 PF2 PF3 PF4 PF5 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 85.20 85.62 85.96 85.23 85.95 08/08/23 ADR 2540G-15
Fecal Coliform (MPN), /gram Solids 28 190 28 41 28 08/09/23 ADR 9221E-14

Waypoel to
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 08/07/23
DATE REPORTED : 08/11/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 85.65 86.08 08/08/23 ADR 2540G-15
Fecal Coliform (MPN), /gram Solids 63 35 08/09/23 ADR 9221E-14

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 1 8/1/23 & 8/7/23
Conversion from mg/kg to mg/L:
% Solids
Na
Ca
Mg
as decimal
M K
Mg/KZ
M K
0.8925
584
19900
4.365 From R&C final lab report.
Na Mg/Kg X
% solids =
521.22 m
/L
Ca Mg/Kg X
% solids =
17760.75 m
/L
Mg Mg/Kg X
% solids =
3895.7625 m
/L
SAR - Sodium Absorption Ratio
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/L) Equivalent weight: 40.1
Mg: Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/L / Equivalent weight
Na(mg/L)* Cam L * Mg(mg/L)*
* m /L results from the calculation above
521.22 17760.75 1 3895.7625
C'nnuart frnm ma/T. to Milli Fquivalent
Na ME
Ca ME
Mg (ME)
22.7
442.9
160.3
ISAR= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
AN CALCULATION
TKN
kmmonia (mg/L
Dilution
%TS
86
19
5.0022
89.18
ralizatio NH3 (mg/kg) = (NH3 (mg/L) * 1000/ (Dil. * (%TS/100))
Rate TKN mglkg NH3 mg/kg NO3+NO2 mg/kg
0.2 19278 4259 140.0 For NO2+NO3 enter the final lab report results.
PAN Surface
5273 mg/kg
IMR * (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PA

September 2023 Laboratory Data
The Thermo Biosolids Dryer was out of commission during the month of September
2023. No pellets were produced.

October 2023 Laboratory Data

Archie Elledge WWTP
Class A Siosolids Dryer Facility Monthly Pellet Report
Oct '2023
Elled e
H
S.U.
7.04
H Dup
S.U.
7.06
Dilution Pre
g/1
5.0750
% TS
%
90.6
Statesville Analytical
Fecal Max <1000 MPN
MPN
<2.2
Fecal Min
MPN
<2.2
Fecal MidRane 1
MPN
<2.2
Contect (Pace)
TKN
mg/kg
20,018
NH3
mg/kg
3,917
Rogers & Callcott
NO3+NO2
mg/kg
<140
% TS
%
90.8
Hg
mg/kg
0.41
Al
mg/kg
9,060
As
mg/kg
<10.5
Cd
mg/kg
<4.2
Ca
mg/kg
20,100
Cu
mg/kg
233
Fe
mg/kg
21,700
Pb
mg/kg
24
mg
mg/kg
4,050
Mo
mg/kg
<10.5
Ni
mg/kg
30.8
K
mg/kg
1,670
Se
mg/kg
<10.5
Na
mg/kg
584
TP
mg/kg
20,700
Zn
mg/kg
1,560
PAN
mg/kg
5,319
SAR
1.3
TN
mg/kg
20,158
Notes: PAN is calculated using TKN, NH3, and NOx results.
SAR is calculated using % Total Solids, Na, Ca, and Mg results.
T=oitrogen� � �aluculate � g TKN 'a}zd�l�� results.
AEWWTP Laboratory Supervisor Signature & Da

Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
Class A EQ Biosolids Pellets
Sample Date: 1 10/9/2024
inversion from mg/kg to mg/1
f— R&C Results
% Solids Na
as decimal M K n
0.9056 584
INa Mg/Kg X % solids =
ICa Mg/Kg X % solids =
Ca
20100 1 4050
528.8704 m /L
18202.56 m /L
Mg Mg/Kg X % solids = F 3 667.68 m /L
SAR - Sodium Absorption Ratio
Na: Sodium (mg/L) Equivalent weight: 23
Ca: Calcium (mg/L) Equivalent weight: 40.1
Mg: Magnesium (mg/L) Equivalent weight: 24.3
Equivalent (ME) = mg/L / Equivalent weight
From final lab report.
Na(mg/L)* Cam L * Mg(mg/L)*
* m L results from the calculation above
528.8704 1 18202.56 1 3667.68
C'nnvPrt frnm mu/i. to Milli Equivalent
Na ME
Ca (ME)
M ME
23.0
453.9
150.9
(V1663) (V1664) (V1665)
= Na Milli Equivalent/ [0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power
1 SAR = 1.3 1
IPAN CALCULATION
Its
1
TKN
Ammonia (mg/L)
Dilution
%TS
92
18
5.0750
90.56
Mineralization NH3 (mg/kg) = (NH3 (mg/L) * 1000 / (Dil. * (%TS/100))
Rate TKN mg/kg NH3 mg/kg NO3+NO2 mg/kg
0.2 20018 3917 140 For NO2+NO3 enter the final lab report results.
PAN Surface
5319 MZ/kiz
IMR * (TKN-NH3) + 0.5(NH3)+NO3+NO2 = mg/kg Surface PAN

H
w
J
J
W
a
J
Z
0
m
LO
T
0
N
0
0
q*
LO
N
rn
LO
T
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ti
T
t0
N
z
R'
0
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N
a
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d
.O
O
m
c.�
c
m
m
m
� J
a
0 a
0
m
a
� J
wa
J ~
a
<
oLLI
Cl)UJ
m
z J Q
W
w
0 = fn
U Q
4
m
N
a
m
�n
0 0
E E
E E
P F-
a m
cn in
N
V) N
V) O
O N
Cl)
u) -o N
L
a) y
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U N
3 �
.LO Q
0 o
0
o
a�
cc
L_
N
u) Qi
()
Mn
a) (�
CD -0
U O
m �
(D (0
3 c
= cU
c a)
=3 U)
L D
c
o ui
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a�
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a C
M L
a) 0
C�
0
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0)0)
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�—
U)) "- cu Q

pH
Pellets and Cake
Method SW-846 9045D
Archie Elledge WWTP Laboratory City of Winston Salem
Date % / 10 1 Z Analyst VD
pH Calibration Record
Meter: Orion Model AILI with a Triode pH electrode Meter# �WL
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.06 pH units of the theoretical value
—7 ' CU r4 I rm
initial
BUFFER LOT # (q)
Theoretical Buffer
Value
Calibration
Mid -Range Buffer
for Calibration
at Temp
pH Value
Check
and Midrange Buffer Checks
ExP. DATE
,C
Weigh 20 g ± 0.5 g sample. Stir with DI water for 5 minutes, then centrifuge or settle for up to 15
minutes prior to pH measurement.
W-S Pelletized Biosolids
Weight of pellets mixed with 40ml Dl water Z OH (A g
...s miv=r1 wi411 Anmi ni water _ nn( • v -3_�?_ A
Collection
Collection.
" Analysis
Sample
Sample
Sample
Date
Time
Start Time
Temp °C
pH S.U.
�/1ol z3
10:00-
I O-oy�M
Z3i147
ZS.q
7. Iq
7 0123 i ; moav,
` � � a�
Duplicate
ZS. 0
`7. 2 c�
/
Time
Temp
Theo Buffer Value
Observed pH
Post Midrange Buffer Check
I , q Z
Z3 ,
701
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water
ht of duplicate cake mixed with 40ml DI water 9
ection Collection Analysis Sample Sample P e
Date Time Start Time Te pH S.U.
pH
range Suffer Check
Slope %
107-. 0
All pH values on this data sheet are in units of S.U.
Init
ial buffer checks are within 0.00 of,theoretical, Post Buffer check is<0.10 from theoretical, Duplicate is within <0.10 Ds
0216

pH
Pellets and Cake
Method SW-846 9046D
0 % Archie Elledge WWTP Laboratory City of Winston Salem
Date l 1 ( Z 3 Analyst 05
_pH Calibration Record
Meter: Orion Model A �2� with a Triode pH electrode Meter# MN0�2bS
The meter and electrode provide automatic temperature compensation
All buffer results, before and after analysis, must be within 0.06 pH units of the theoretical value
--I-17 (Y n .
1 HIM / li V
,+---
initial
BUFFER LOT
Theoreiical Buffer
Value
Calibration
Mid -Range Buffer
for Calibration
at Temp
pH Value
Check
and Midrange Buffer Checks
EXP. DATE
cc
14.
•'..`.mow S;.i�c `:5i.,c�C.
02.00
-7 02
-7 01
115 WL3
0 0?
2
Weigh 20 g :k 0.5 g sample. Stir with Di water for 5 minutes, then centrifuge or settle for up to 16
minutes prior to pH measurement,
W-S Pelletized Blosolids
Weight of pellets mixed with 40ml Di water 20 1 92
_r_� _ e s.._r._..a,. -....11,.i....,�veri I[eri4h dnmi r)1 water �. © 0 J i�7_ a
YY C.Iy1lL v& %ALAIJra
Collection
Date
Wu N..--- —---••___
Collection.
Time
....--- --____ -
* Analysis
Start Time
-Sample
Sample
Temp °C
Sample
pH S.U.
IQ%� to
OZa
9; (0a,.
PZ3010
2_. .o
7oq
°�:OZ a�^
1: I Ze-�-
Duplicate
Zy ,
, O �D
I UI °� 12 3
Post Midrange Buffer Check
Time
01, S"0
Temp
20. 0
Theo Buffer Value
(�
Observed pH
1 ° b7
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water g
Weight of duplicate cake mixed with 40ml Di water
Collection
Collection
Analysis
Sample
Sample
I
Sample
Date I
Time I
Start Time
I
Temp °C
pH S.U.
Time
Post Midrange Buffer Check
Duplicate
Slope %
io1- &
All pH values on this data sheet are in units of S.U.
initial buffer checks are within 0.06 of,theoretical, Post Buffer check is ±<0.10 from theoretical, Duplicate is within <0.10
0216

LAND APPLIED SLUDGE (LAS) - PELLETS
CITY OF WINSTON SALEM
ARCHIE ELLEDGE WWTP LABORATORY #69
PELLET DILUTION PREP FOR NUTRIENT ANALYSES
Sample Name:
Sample Date:
Date of Dilution Prep:
Dilution Analyst:
Grams of pellets*:
P2mo
10l°I123
*Diluted to 1 Liter.
Dilution Prep includes preservation with H2SO4.
Samples subcontracted to Contest Labs (a Pace Analytical Laboratory).
Analysis Performed: TKN and NH3.
6/9/2021

Table of Contents
con -test°
A Pace AnaVicat� Laboratory
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: Manson Meads Complex Elledge Sample Description: Work Order: 23J1412
Date Received: 10/11/2023
Field Sample #: P23 M10 Sampled: 10/14/2023 09:02
Sample ID: 23J1412-01 !�q
.--I- —.....:... txra.o.
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date Date/Time
Analyte Results RL DL Units Dilution Flag/Qual Method Prepared Analyzed Analyst
Ammonia as N
Total Kjeldahl Nitrogen
18 0.30 0.17 mg/L 1
92 1.0 0.39 mg/L I
SM19-23 4500 NH3 C 10/18/23 10/19/2311:10 EC
SM19-234500-NOrg 10/21/23 10/22/2316:33 DET
B,C-NH3 C
Page 5 of 13

Rogers & Callcott
ENVIRONMENTAL
City of Winston-Salem Project: Class A Dryer Pellets
2799 Griffith Road Work Order: 23JO587
Winston-Salem, NC 27103-6417 Reported: 10/23/23 17:18
Sample Data
Sample Number 23JO587-01
Sample Description P23M10 collected
on 10/09/23 09:02
Parameter
Result
Reporting
Limit
Units
DF
Analyzed
Method
Flag Analyst
Batch Lab
General Chemistry Parameters
Nitrate as N
ND
100
mg/kg dry
20.0
10/20/23 06:45
EPA 9056A
BMC
133J2122 RC-G
Nitrite as N
ND
40.0
mg/kg dry
20.0
10/20/23 06:45
EPA 9056A
BMC
133J2122 RC-G
Total Solids
90.8
0.10
%
1.00
10/11/23 11:00
SM 254OG
MAM
133J1673 RC-G
Total Metals
Mercury
0.41
0.021
mg/kg dry
1,00
10/17/23 12:35
EPA 7471B
GAH
133J1853 RC-G
Aluminum
9060
132
mg/kgdry
25.0
10/19/23 17:07
EPA 601OD
CAL
133J1930 RC-G
Arsenic
ND
10.5
mg/kg dry
2.00
10/19/23 17:21
EPA 601OD
CAL
B3JI930 RC-G
Cadmium
ND
4.21
mg/kgdry
2.00
10/19/23 17:21
EPA 601OD
CAL
133J1930 RC-G
Calcium
20100
2630
mg/kg dry
250
10/19/23 16:53
EPA 601OD
CAL
B3J1930 RC-G
Copper
233
4.21
mg/kg dry
2.00
10/19/23 17:21
EPA 601OD
CAL
B3JI930 RC-G
Iron
21700
13200
mg/kgdry
250
10/19/23 16:53
EPA 601OD
CAL
B3JI930 RC-G
Lead
24.0
10.5
mg/kgdry
2.00
10/19/23 17:21
EPA60101)
CAL
B3JI930 RC-G
Magnesium
4050
132
mg/kg dry
25.0
10/19/23 17:07
EPA 601OD
CAL
B3JI930 RC-G
Molybdenum
ND
10.5
mg/kg dry
2.00
10/19/23 17:21
EPA 601OD
CAL
B3JI930 RC-G
Nickel
30.8
4.21
mg/kgdry
2.00
10/19/23 17:21
EPA 601OD
CAL
133J1930 RC-G
Potassium
1670
21.0
mg/kg dry
2.00
10/19/23 17:21
EPA 601 OD
CAL
B3J 1930 RC-G
Selenium
ND
10.5
mg/kg dry
2.00
10/19/23 17:21
EPA 60101)
CAL
133J1930 RC-G
Sodium
584
21.0
mg/kgdry
2.00
10/19/23 17:21
EPA 60101)
CAL
B3JI930 RC-G
Total Phosphorus as P
20700
1320
mg/kg dry
250
10/19/23 16:53
EPA 601OD
CAL
BM1930 RC-G
Zinc
1560
132
mg/kg dry
25.0
10/19/23 17:07
EPA 601OD
CAL
B3JI930 RC-G
PO Box 5655 1 Greenville, SC 29606 426 Fairforest Way I Greenville, SC 29607 1 main 864.232.1556 1 fax [phone] rogersandealleott.eom
------ an employee -owned company
1012312023 17:18 This report may not be reproduced, except in full, without written permission from Rogers & Callcott, Inc.
Page 3 of 7

Analytical Results
City of Winston-Salem
2799 Griffith Rd.
Winston-Salem, NC 27103
Receive Date: 10/09/2023
Reported: 10/10/2023
For:
Comments:
STATESVILLE
ANALYTICAL
Sample Number
Parameter
Sample ID
Result
Unit
Method
Analyzed
Analyst
231009-09-01
Fecal Coliforms
PF1
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-01
Percent Solids
PF1
90
%
SM2540B-2011
10/09/2023
MD
231009-09-02
Fecal Coliforms
PF2
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-02
Percent Solids
PF2
90.2
%
SM254OB-2011
10/09/2023
MD
231009-09-03
Fecal Coliforms
PF3
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-03
Percent Solids
PF3
90
%
SM254OB-2011
10/09/2023
MD
231009-09-04
Fecal Coliforms
PF4
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-04
Percent Solids
PF4
90
%
SM254OB-2011
10/09/2023
MD
231009-09-05
Fecal Coliforms
PF5
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-05
Percent Solids
PF5
90
%
SM2540B-2011
10/09/2023
MD
231009-09-06
Fecal Coliforms
PF6
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-06
Percent Solids
PF6
90
%
SM254OB-2011
10/09/2023
MD
231009-09-07
Fecal Coliforms
PF7
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-07
Percent Solids
PF7
90.2
%
SM2540B-2011
10/09/2023
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 2

November 2023 Laboratory Data
The Thermo Bioso lids Dryer Facility was not in operation during the month of
November 2023. No pellets were produced.

December 2023 Laboratory Data
The Thermo Biosolids Dryer Facility was not in operation during the month of
December 2023. No pellets were produced.

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 3. Toxicity and Hazardous testing results on Class A EQ Pellets

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
TCLP and Hazardous Testing
Attached are the results of testing for Toxicity and Hazardous Characteristics for the City/County
Utility Commission's Class A EQ biosolids product. This product was analyzed by Summit
Environmental Technologies, except for pH analysis, which was analyzed by Archie Elledge WWTP
Lab personnel. In the Summit lab report, the abbreviated sample name for the Class A EQ pellet
product is "EM Pellet" (short for Elledge/Muddy Pellets). It is listed as "Dryer Pellets" on the attached
TCLP summary chart.
For the Pellet sample collected 8/1/23, the Ignitability result was reported as "<2.2 mm/sec". In
discussion with Summit Environmental staff, there was some confusion as to whether this result was
to be concerning or not. A second Pellet sample was collected 5/10/21 and analyzed for Ignitability.
Although this result also came back as "<2.2 mm/sec", this time the lab report also included within the
Case Narrative a sample notation of "Ignitability... Does not propagate." This confirms the Dryer
staffs original understanding of SW846 Method 1030, and also the belief that the results terminology
of "<2.2 mm/sec" equates to "Non-flammable" or "Does not propagate", language which has been
used in the past when reporting Ignitability results. Therefore, the City/County's Class A Pellets
remain in compliance as to all toxic and hazardous parameters. Please see both attached reports
from Summit Environmental.
Also, please note on the summary chart that the EPA Hazardous Levels for Reactivity - Sulfide and
Reactivity - Cyanide are shown as "Not Applicable". This is due to EPA having withdrawn the test
methods for these characteristics from the SW-846 Manual and also having withdrawn the associated
guidance threshold levels. Although the test methods and threshold levels have been withdrawn by
EPA, EPA instructs that biosolids generators must use waste knowledge to determine Reactivity.
Additionally, the City/County's North Carolina Non -Discharge Permit still requires the analyses.
Summit Environmental Technologies is willing to analyze our biosolids pellets using the withdrawn
methods and report the results. These results are included within the attached summary chart and
within the body of the Summit Environmental Report.
Please find attached a copy of a downloaded EPA memo which discusses the withdrawal of these
methods.
YOUR LINK TO CnY SERVICI3 City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-80001 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr,; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
citylink@cltyorw&org Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Reactivity Questions I Test Methods I Wastes I US EPA Page 1 of 1
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Last up ated on Thursday, August 28th, 2008.
'z Wastes - Hazardous Waste - Test Methods
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• frequent uestions
Reactivity
Question: What is the current guidance regarding the reactivity Tost MothadiC
characteristic?_I heard that EPA had withdrawn the method for Reactive
Cyanide and Reactive Sulfide as specified in Chapter 7 of SW846. Is this
true?
Answer: 40 CFR Section 261.23 includes 8 different properties of a waste which is hazardous because of
the characteristic of reactivity. A waste is a reactive hazardous waste if it exhibits one or more of those
properties. The regulations do not require specific test methods for any of these properties. Therefore,
generators must use waste knowledge to determine if their waste exhibits the characteristic of reactivity.
According to property (5) under 261.23, a waste is hazardous if it is a cyanide- or sulfide -bearing waste
which generates toxic gases or vapors at a quantity sufficient to present a health danger. In July 1985, EPA
. . .. 1 .---_._ a-_ _..__:. _ ... 4 ,.IFGA-A—rinn WACtoc nnri

Winston-Salem/Forsyth County Utility Commission Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit #WQ0029804
Class B Toxicity & Hazardous Testing Collected 8/1/2023
Pellets
Toxicity Parameter
EPA Hazardous
Level (mg/1)
MDL Reporting
Limit (mg/1)
Result m
Arsenic
5.0
2.5000
ND
Barium
100.0
5.00000
ND
Cadmium
1.0
0.50000
ND
Chromium
5.0
1.00000
ND
Lead
5.0
2.5000
ND
Selenium
1.0
0.2500
ND
Silver
5.0
2.50000
ND
Mercury
0.2
0.010000
ND
1,1-Dichloroethylene
0.7
0.5000
ND
1,2-Dichloroethane
0.5
0.50000
ND
Benzene
0.5
0.5000
ND
Carbon tetrachloride
0.5
0.5000
ND
Chlorobenzene
100.0
5.0000
ND
o
Chloroform
6.0
0.5000
ND
>
Methyl ethyl ketone (MEK)
200.0
10.000
ND
Tetrachloroethylene
0.7
0.5000
ND
Trichloroethylene
0.5
0.5000
ND
Vinyl Chloride
0.2
0.2000
ND
1,4-Dichlorobenzene
7.5
0.500000
ND
2,4,5-Trichlorophenol
400.0
1.250000
ND
2,4,6-Trichlorophenol
2.0
1.250000
ND
2,4-Dinitrotoluene
0.13
0.025000
ND
Ortho-Cresol
200.0
Ln
°J
Meta -Cresol
200.0
oPara
-Cresol
200.0
-
Total Cresols
200.0
25.0000
ND
Hexachloro-1,3-butadiene
0.5
0.025000
ND
N
Hexachlorobenzene
0.13
0.025000
ND
Hexachloroethane
3.0
0.500000
ND
Nitrobenzene
2.0
0.500000
ND
Pentachlorophenol
100.0
1.25000
ND
Pyridine
5.0
1.250000
ND
2,4-D
10.0
0.500
ND
=
2,4,5-TP (Silvex)
1.0
0.500
ND
Chlordane, total
0.03
0.02500
ND
Endrin
0.02
0.005000
ND
Ln
g-BHC (Lindane)
0.4
0.005000
ND
Heptachlor
0.008
0.005000
ND
a
Heptachlor epoxide
0.008
0.005000
ND
Methoxychlor
10.0
0.005000
ND
Toxaphene
0.5
0.05000
ND
Hazardous Parameter
EPA Hazardous Level
Cyanide, Reactive
Not Applicable
0.472
ND
Sulfide, Reactive
Not Applicable
25.0
ND
Corrosivity (pH)
<_ 2 or>_ 12.5
7.2
Ignitability
Flammable
Does Not Propagate

SUMMIT
ENVIRONMENTAL TECHN OLOMFS, INC
Analyticat Laboratories
August 10, 2023
Bonnie McKee
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103-6417
TEL: [phone]
FAX: [phone]
RE: TCLP Sampling & Analysis/Dryer
Dear Bonnie McKee:
Summit Environmental Technologies, Inc.
3310 Win St.
Cuyahoga Falls, Ohio 44223
TEL: [phone] FAX: [phone]
Website: h1to:1Avivw.settek.com
Order No.: 23080190
Summit Environmental Technologies, Inc. received 3 sample(s) on 8/2/2023 for the
analyses presented in the following report.
There were no problems with the analytical events associated with this report unless noted
in the Case Narrative.
Quality control data is within laboratory defined or method specified acceptance limits
except where noted.
If you have any questions regarding these tests results, please feel free to call the
laboratory.
Sincerely,
e6r�
Brian J. Fackelman
Project Manager
3310 Win St.
Cuyahoga Falls, Ohio 44223
Arkansas 88-0735, California 2943, Colorado, Connecticut PH-0108, Florida NELAC E87688, Idaho OH00923, Illinois 200061, Indiana C-OH-13,
ISO/IEC 17025:2017 119125 L22-544, Kansas E-10347, Kentucky (Underground Storage Tank) 3, Kentucky 90146, Maryland 339, Michigan 9988,
Minnesota 1780279, Nevada OH009232020-1, New Hampshire 2996, New Jersey OH006, New York 11777, North Carolina 39705 and 631, North Dakota
R-201, Ohio DW, Ohio VAP CL0052, Oklahoma 2019-155, Oregon OH200001, Pennsylvania 68-01335, Rhode Island LA000317, South Carolina
92016001, Texas T104704466-19-16, Utah OH009232020-12, Virginia VELAP 10381, West Virginia 9957C
Page 1 of 19

SUMMIY Summit Environmental Technologies, Inc. Case Narrative
3310 Win St.
ENVIRONMENTAL TECHNOLOGIES, INC Cuyahoga Falls, Ohio 44223 Wo#: 23080190
Analytical Laboratories TEL: [phone] FAX: [phone]
Website: httoa/www.settek.com Date: 8/]0/2023
CLIENT: City of Winston-Salem
Project: TCLP Sampling & Analysis/Dryer
WorkOrder Narrative:
23080190: This report in its entirety consists of the following documents: Cover Letter, Case Narrative,
Analytical Results, QC Summary Report, Applicable Accreditation Information, Chain -of -Custody,
Cooler Receipt Form, and other applicable forms as necessary. All documents contain the Summit
Environmental Technologies, Inc., Work Order Number assigned to this report.
Summit Environmental Technologies, Inc., holds the accreditations/certifications listed at the bottom of
the cover letter that may or may not pertain to this report. Please refer to the "Accreditation Program
Analytes Report" for accredited analytes list.
The information contained in this analytical report is the sole property of Summit Environmental
Technologies, Inc. and that of the customer. It cannot be reproduced in any form without the consent of
Summit Environmental Technologies, Inc. or the customer for which this report was issued. The results
contained in this report are only representative of the samples received. Conditions can vary at different
times and at different sampling conditions. Summit Environmental Technologies, Inc. is not responsible
for use or interpretation of the data included herein.
All results for Solid Samples are reported on an "as received" or "wet weight" basis unless indicated as
"dry weight" using the "-dry" designation on the reporting units.
This report is believed to meet all of the requirements of the accrediting agency, where applicable. Any
comments or problems with the analytical events associated with this report are noted below.
Analytical Sequence Sample Notes:
23080190-(OOIA-003A) TCLP-SVOC_8270E: CCV exhibited low recovery for Pentachlorophenol.
RLC demonstrates adequate instrument sensitivity for this analyte. Sample is ND for this analyte.
23080190-001 A PctSolid_S(2540): Parent sample and DUP exhibited high RPD due to suspected
sample inhomogeneity.
Original
Page 2 of 19

SUMMIEF Summit Environmental Technologies, Inc. WOrkOrder
3310 Win St.
ENVInOMMENTALTcCHNOLOGIES,WC Cuyahoga Falls, Ohio44223 Sample Summary
Anafyricai Laboratories TEL: [phone] FAX. [phone] WO#: 23080190
Website: hM.-Ilwivw.settek.com 10 Aug-23
CLIENT:
City of Winston-Salem
Project:
TCLP Sampling & Analysis/Dryer
Lab SampleID
Client Sample ID Tag No
Date Collected
Date Received
Matrix
23080190-001
Dryer Blending Tanks
8/l/2023 8:55:00 AM
8/2/2023 10:10:00 AM
Sludge
23080190-002
Dryer Cake
8/l/2023 9:18:00 AM
8/2/2023 10:10:00 AM
Sludge
23080190-003
Pellets
8/l/2023 10:50:00 AM
8/2/2023 10:10:00 AM
Sludge
Page 3 of 19

Summit Environmental'technologies. /nc.
N/O#:
23080190
SUMMINI
ENVInONPAENTAL TECHNOLOGIES, NC.
3310 Win St.
Cuyahoga Falls, Ohio 44223
Date Reported:
8/10/2023
Anotyt/cal Laboratarles
TEL: [phone] FAX. [phone]
Company:
City of Winston-Salem
Wehsite: htto:b'wiviv.settek.com
Address:
2799 Griffith Road
Winston-Salem NC 27103-6417
Received:
8/2/2023
Project#:
TCLP Sampling
TCLP Metals
Client ID# Lab ID# Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Blending Tanks 001
8/1/2023
TCLP Arsenic(As)
0.500
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Dryer Blending Tanks 001
8/1/2023
TCLP Barium(Ba)
1.00
ND mg/L
Sludge
EPA 6010
1
100
8/7/2023
RJE
D
Dryer Blending Tanks 001
8/1/2023
TCLP Cadmium(Cd)
0.100
ND mg/L
Sludge
EPA 6010
1
1.00
8/7/2023
RJE
D
Dryer Blending Tanks 001
8/1/2023
TCLP Chromium(Cr)
0.200
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Dryer Blending Tanks 001
8/1/2023
TCLP Lead(Pb)
0.500
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Dryer Blending Tanks 001
8/1/2023
TCLP Selenium(Se)
0.0500
ND mg/L
Sludge
EPA 6010
1
1.00
8/7/2023
RJE
D
Dryer Blending Tanks 001
8/1/2023
TCLP Silver(Ag)
0.500
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
TCLP Mercury
Client ID# Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Blending Tanks 001
8/1/2023
TCLP Mercury
0.00200
ND mg/L
Sludge
EPA 7470 A
1
0.200
8/4/2023
JJF
TCLP Pesticides
Client ID# Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Blending Tanks 001
8/1/2023
Chlordane, total
0.0250
ND mg/L
Sludge
EPA 8081B
2
0.0300
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Toxaphene
0.0500
ND mg/L
Sludge
EPA 8081B
2
0.500
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Endrin
0.00500
ND mg/L
Sludge
EPA 8081 B
2
0.0200
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
gamma-BHC
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.400
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Heptachlor
0.00500
ND mg/L
Sludge
EPA 8081E
2
0.00800
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Heptachlor epoxide
0.00500
ND mg/L
Sludge
EPA 8081E
2
0.00800
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Methoxychlor
0.00500
ND mg/L
Sludge
EPA 8081 B
2
10.0
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Surr: TCMX
10-119
72.1 %Rec
Sludge
EPA 8081 B
2
8/8/2023
PGP
Dryer Blending Tanks 001
8/1/2023
Surr: DCB
10-119
72.1 %Rec
Sludge
EPA 8081 B
2
8/8/2023
PGP
Page 4 of 19

Summit Environmental Technologies, Inc. WO#: 23080190
SUMMIMI_
3310 Win St.
ENVIRONMENTAL TLCHNOLOGIES,'•P C Cuyahoga Falls. Ohio 44223 Date Reported: 8/10/2023
Arratyllaal Laboralorlas TEL: [phone] FAY: [phone] Company: City of Winston-Salem
Website: httn:/hvii,ii,.settek.coni Address: 2799 Griffith Road
Winston-Salem NC 27103-6417
Received: 8/2/2023
Project#: TCLP Sampling
TCLP Volatiles
Client ID# Lab ID#
Collected Analyte Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Blending Tanks 001
8/1/2023
1, 1 -Dichloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.700
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
1,2-Dichloroethane
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
MEK
10.0
ND mg/L
Sludge
EPA 8260D
100
200
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Benzene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Carbon tetrachloride
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Chlorobenzene
5.00
ND mg/L
Sludge
EPA 8260D
100
100
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Chloroform
0.500
ND mg/L
Sludge
EPA 8260D
100
6.00
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Tetrachloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.700
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Trichloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Vinyl chloride
0.200
ND mg/L
Sludge
EPA 8260D
100
0.200
8/4/2023
JSH
Dryer Blending Tanks 001
8/1/2023
Surr: 4-
70-130
98.0 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
Bromofluorobenzene
Dryer Blending Tanks 001
8/1/2023
Surr:
70-130
99.4 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
Dibromofluoromethane
Dryer Blending Tanks 001
8/1/2023
Surr: Toluene-d8
70-130
103 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
TCLP Semi-Volatiles Analysis (SW 1311/8270)
Client ID# Lab ID#
Collected Analyte Rep Lunt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Blending Tanks 001
8/1/2023
1,4-Dichlorobenzene
0.500
ND mg/L
Sludge
EPA 8270E
1
7.50
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
2,4,5-Trichlorophenol
1.25
ND mg/L
Sludge
EPA 8270E
1
400
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
2,4,6-Trichlorophenol
1.25
ND mg/L
Sludge
EPA 8270E
1
2.00
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
2,4-Dinitrotoluene
0.0250
ND mg/L
Sludge
EPA 8270E
1
0.130
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Cresols, Total
25.0
ND mg/L
Sludge
EPA 8270E
1
200
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Hexachloro-1,3-
0.0250
ND mg/L
Sludge
EPA 8270E
1
0.500
8/7/2023
JAP
butadiene
Dryer Blending Tanks 001
8/1/2023
Hexachlorobenzene
0.0250
ND mg/L
Sludge
EPA 8270E
1
0.130
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Hexachloroethane
0.500
ND mg/L
Sludge
EPA 8270E
1
3.00
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Nitrobenzene
0.500
ND mg/L
Sludge
EPA 8270E
1
2.00
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Pentachlorophenol
1.25
ND mg/L
Sludge
EPA 8270E
1
100
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Pyridine
1.25
ND mg/L
Sludge
EPA 8270E
1
5.00
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Surr: 2-Fluorophenol
10-130
67.7 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Surr: Phenol-d6
10-130
70.1 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Dryer Blending Tanks 001
8/1/2023
Surr: Nitrobenzene-
10-130
70.2 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
d5
Dryer Blending Tanks 001
8/1/2023
Surr: 2,4,6-
19-151
81.7 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Tribromophenol
Dryer Blending Tanks 001
8/1/2023
Surr: 2-
10-130
63.8 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Fluorobiphenyl
Dryer Blending Tanks 001
8/1/2023
Surr: p-Terphenyl-
20-181
70.8 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
d14
Page 5 of 19

Sinmait Environmental Technologies, lnc.
N/(J#:
23080190
��' �.,
ENVIRONMENTAL TECHNOLOGIES, INC
33 10 Win St.
Cuyahoga Falls, Ohio 44223
Date Reported:
8/10/2023
Anatytical Laboratartes
TEL: [phone] FAX: [phone]
Company:
City of Winston-Salem
Website: htro' ivirmsettek.com
Address:
2799 Griffith Road
Winston-Salem NC 27103-6417
Received:
8/2/2023
Project#:
TCLP Sampling
TCLP Herbicides
Client ID# Lab ID# Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl Run
Analyst
Dryer Blending Tanks 001 8/1/2023 2,4-D
0.500
ND mg/L
Sludge
EPA 8321 B
50
10.0 8/5/2023
JDB
Dryer Blending Tanks 001 8/1/2023 2,4,5-TP
0.500
ND mg/L
Sludge
EPA 8321E
50
1.00 8/5/2023
JDB
Dryer Blending Tanks 001 8/1/2023 Surr: DCAA
70-130
102 %Rec
Sludge
EPA 8321B
50
8/5/2023
JDB
TCLP Metals
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Cake
002
8/1/2023
TCLP Arsenic(As)
0.500
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Dryer Cake
002
8/1/2023
TCLP Barium(Ba)
1.00
ND mg/L
Sludge
EPA 6010
1
100
8/7/2023
RJE
D
Dryer Cake
002
8/1/2023
TCLP Cadmium(Cd)
0.100
ND mg/L
Sludge
EPA 6010
1
1.00
8/7/2023
RJE
D
Dryer Cake
002
8/1/2023
TCLP Chromium(Cr)
0.200
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Dryer Cake
002
8/1/2023
TCLP Lead(Pb)
0.500
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Dryer Cake
002
8/1/2023
TCLP Selenium(Se)
0.0500
ND mg/L
Sludge
EPA 6010
1
1.00
8/7/2023
RJE
D
Dryer Cake
002
8/1/2023
TCLP Silver(Ag)
0.500
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
TCLP Mercury
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Cake
002
8/1/2023
TCLP Mercury
0.00200
ND mg/L
Sludge
EPA 7470 A
1
0.200
8/4/2023
JJF
TCLP
Pesticides
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Cake
002
8/1/2023
Chlordane, total
0.0250
ND mg/L
Sludge
EPA 8081 B
2
0.0300
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Toxaphene
0.0500
ND mg/L
Sludge
EPA 8081 B
2
0.500
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Endrin
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.0200
8/8/2023
PGP
Dryer Cake
002
8/1/2023
gamma-BHC
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.400
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Heptachlor
0.00500
ND mg/L
Sludge
EPA 8081E
2
0.00800
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Heptachlor epoxide
0.00500
ND mg/L
Sludge
EPA 8081 B
2
0.00800
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Methoxychlor
0.00500
ND mg/L
Sludge
EPA 8081 B
2
10.0
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Surr: TCMX
10-119
102 %Rec
Sludge
EPA 8081 B
2
8/8/2023
PGP
Dryer Cake
002
8/1/2023
Surr: DCB
10-119
106 %Rec
Sludge
EPA 8081B
2
8/8/2023
PGP
Page 6 of 19

Summit Environmental Technologies, Inc.
WO#:
23080190
summill-
3310 Wan St.
Date Reported:
8/10/2023
ENVIRONMENTAL TECHNOLOGIES, !NC
Cuyahoga Falls, Ohio 44223
Anslytical taboratoriet
TEL: [phone] FAA:- [phone]
Company:
City of Winston-Salem
Website: httv:Uwiviv.settek.corn
Address:
2799 Griffith Road
Winston-Salem NC 27103-6417
Received:
8/2/2023
Project#:
TCLP Sampling
TCLP Volatiles
Client ID#
Lab ID#
Collected Analyte
Rep Lunt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Cake
002
8/1/2023
1,1-Dichloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.700
8/4/2023
JSH
Dryer Cake
002
8/1/2023
1,2-Dichloroethane
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Cake
002
8/1/2023
MEK
10.0
ND mg/L
Sludge
EPA 8260D
100
200
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Benzene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Carbon tetrachloride
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Chlorobenzene
5.00
ND mg/L
Sludge
EPA 8260D
100
100
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Chloroform
0.500
ND mg/L
Sludge
EPA 8260D
100
6.00
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Tetrachloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.700
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Trichloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Vinyl chloride
0.200
ND mg/L
Sludge
EPA 8260D
100
0.200
8/4/2023
JSH
Dryer Cake
002
8/1/2023
Surr: 4-
70-130
97.9 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
Bromofluorobenzene
Dryer Cake
002
8/1/2023
Surr:
70-130
99.9 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
Dibromofluoromethane
Dryer Cake
002
8/1/2023
Surr: Toluene-d8
70-130
102 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
TCLP Semi-Volatiles Analysis (SW1311/8270)
Client ID#
Lab ID#
Collected Analyte Rep Lunt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Cake
002
8/1/2023
1,4-Dichlorobenzene
0.500
ND mg/L
Sludge
EPA 8270E
1
7.50
8/7/2023
JAP
Dryer Cake
002
8/1/2023
2,4,5-Trichlorophenol
1.25
ND mg/L
Sludge
EPA 8270E
1
400
8/7/2023
JAP
Dryer Cake
002
8/1/2023
2,4,6-Trichlorophenol
1.25
ND mg/L
Sludge
EPA 8270E
1
2.00
8/7/2023
JAP
Dryer Cake
002
8/1/2023
2,4-Dinitrotoluene
0.0250
ND mg/L
Sludge
EPA 8270E
1
0.130
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Cresols, Total
25.0
ND mg/L
Sludge
EPA 8270E
1
200
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Hexachloro-1,3-
0.0250
ND mg/L
Sludge
EPA 8270E
1
0.500
8/7/2023
JAP
butadiene
Dryer Cake
002
8/1/2023
Hexachlorobenzene
0.0250
ND mg/L
Sludge
EPA 8270E
1
0.130
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Hexachloroethane
0.500
ND mg/L
Sludge
EPA 8270E
1
3.00
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Nitrobenzene
0.500
ND mg/L
Sludge
EPA 8270E
1
2.00
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Pentachlorophenol
1.25
ND mg/L
Sludge
EPA 8270E
1
100
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Pyridine
1.25
ND mg/L
Sludge
EPA 8270E
1
5.00
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Surr: 2-Fluorophenol
10-130
67.5 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Surr: Phenol-d6
10-130
69.8 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Dryer Cake
002
8/1/2023
Surr: Nitrobenzene-
10-130
70.9 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
d5
Dryer Cake
002
8/1/2023
Surr: 2,4,6-
19-151
86.8 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Tribromophenol
Dryer Cake
002
8/1/2023
Surr: 2-
10-130
64.3 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
Fluorobiphenyl
Dryer Cake
002
8/1/2023
Surr: p-Terphenyl-
20-181
75.2 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
d14
Page 7 of 19

S U M' 1. Sunnnit Environmental Technologies, Inc. WO#: 23080190
3310 Win St.
ENVIIIONMENTAL rECHNOLOGIFS, INC Cuyahoga Falls, Ohio 44223 Date Reported: 8/10J2023
Analytical Labaralones TEL: [phone] FAX.- [phone] Company: City of Winston-Salem
Website: httn://invir.settek.com Address: 2799 Griffith Road
Winston-Salem NC 27103-6417
Received: 8/2/2023
Project#: TCLP Sampling
TCLP Herbicides
Client ID#
Lab ID# Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Dryer Cake
002
8/1/2023
2,4-D
0.500
ND mg/L
Sludge
EPA 8321 B
50
10.0
8/5/2023
JDB
Dryer Cake
002
8/1/2023
2,4,5-TP
0.500
ND mg/L
Sludge
EPA 8321E
50
1.00
8/5/2023
JDB
Dryer Cake
002
8/1/2023
Surr: DCAA
70-130
107 %Rec
Sludge
EPA 8321B
50
8/5/2023
JDB
TCLP Metals
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Pellets
003
8/1/2023
TCLP Arsenic(As)
2.50
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Pellets
003
8/1/2023
TCLP Barium(Ba)
5.00
ND mg/L
Sludge
EPA 6010
1
100
8/7/2023
RJE
D
Pellets
003
8/1/2023
TCLP Cadmium(Cd)
0.500
ND mg/L
Sludge
EPA 6010
1
1.00
8/7/2023
RJE
D
Pellets
003
8/1/2023
TCLP Chromium(Cr)
1.00
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Pellets
003
8/1/2023
TCLP Lead(Pb)
2.50
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
Pellets
003
8/1/2023
TCLP Selenium(Se)
0.250
ND mg/L
Sludge
EPA 6010
1
1.00
8/7/2023
RJE
D
Pellets
003
8/1/2023
TCLP Silver(Ag)
2.50
ND mg/L
Sludge
EPA 6010
1
5.00
8/7/2023
RJE
D
TCLP Mercury
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Pellets
003
8/1/2023
TCLP Mercury
0.0100
ND mg/L
Sludge
EPA 7470 A
1
0.200
8/4/2023
JJF
TCLP Pesticides
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Pellets
003
8/1/2023
Chlordane, total
0.0250
ND mg/L
Sludge
EPA 8081B
2
0.0300
8/8/2023
PGP
Pellets
003
8/1/2023
Toxaphene
0.0500
ND mg/L
Sludge
EPA 8081B
2
0.500
8/8/2023
PGP
Pellets
003
8/1/2023
Endrin
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.0200
8/8/2023
PGP
Pellets
003
8/1/2023
gamma-BHC
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.400
8/8/2023
PGP
Pellets
003
8/1/2023
Heptachlor
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.00800
8/8/2023
PGP
Pellets
003
8/1/2023
Heptachlor epoxide
0.00500
ND mg/L
Sludge
EPA 8081B
2
0.00800
8/8/2023
PGP
Pellets
003
8/1/2023
Methoxychlor
0.00500
ND mg/L
Sludge
EPA 8081E
2
10.0
8/8/2023
PGP
Pellets
003
8/1/2023
Surr: TCMX
10-119
64.8 %Rec
Sludge
EPA 8081E
2
8/8/2023
PGP
Pellets
003
8/1/2023
Surr: DCB
10-119
68.1 %Rec
Sludge
EPA 8081B
2
8/8/2023
PGP
Page 8 of 19

Environmental Technologies. Inc.
WO#:
23080190
sulomillmSumit
ENVIt?ONMENTAL TG' LCIIU0 0ISS, :nc
3310 Win St.
Cuyahoga Falls. Ohio 44223
Date Reported:
8/10/2023
/lr„?Yfira1 Labetratarles
TEL: [phone] FIX. [phone]
Company:
City of Winston-Salem
Wehsite: htttr/hvww.settek.conz
Address:
2799 Griffith Road
Winston-Salem NC 27103-6417
Received:
8/2/2023
Project#:
TCLP Sampling
TCLP Volatiles
Client ID#
Lab ID#
Collected Analyte
Rep Lmt
Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
Pellets
003
8/1/2023
1,1-Dichioroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.700
8/4/2023
JSH
Pellets
003
8/1/2023
1,2-Dichloroethane
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Pellets
003
8/1/2023
MEK
10.0
ND mg/L
Sludge
EPA 8260D
100
200
8/4/2023
JSH
Pellets
003
8/1/2023
Benzene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Pellets
003
8/1/2023
Carbon tetrachloride
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Pellets
003
8/1/2023
Chlorobenzene
5.00
ND mg/L
Sludge
EPA 8260D
100
100
8/4/2023
JSH
Pellets
003
8/1/2023
Chloroform
0.500
ND mg/L
Sludge
EPA 8260D
100
6.00
8/4/2023
JSH
Pellets
003
8/1/2023
Tetra chloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.700
8/4/2023
JSH
Pellets
003
8/1/2023
Trichloroethene
0.500
ND mg/L
Sludge
EPA 8260D
100
0.500
8/4/2023
JSH
Pellets
003
8/1/2023
Vinyl chloride
0.200
ND mg/L
Sludge
EPA 8260D
100
0.200
8/4/2023
JSH
Pellets
003
8/1/2023
Surr: 4-
70-130
98.3 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
Bromofluorobenzene
Pellets
003
8/1/2023
Surr:
70-130
84.2 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
Dibromofluoromethane
Pellets
003
8/1/2023
Surr: Toluene-d8
70-130
103 %Rec
Sludge
EPA 8260D
100
8/4/2023
JSH
TCLP Semi-Volatiles Analysis (SW1311/8270)
Client ID# Lab ID# Collected Analyte Rep Lunt Result Units Matrix Method DF RegLvl Run Analyst
Pellets
003
8/1/2023
1,4-Dichlorobenzene
0.500
Pellets
003
8/1/2023
2,4,5-Trichlorophenol
1.25
Pellets
003
8/1/2023
2,4,6-Trichlorophenol
1.25
Pellets
003
8/1/2023
2,4-Dinitrotoluene
0.0250
Pellets
003
8/1/2023
Cresols, Total
25.0
Pellets
003
8/1/2023
Hexachloro-1,3-
0.0250
butadiene
Pellets
003
8/1/2023
Hexachlorobenzene
0.0250
Pellets
003
8/1/2023
Hexachloroethane
0.500
Pellets
003
8/1/2023
Nitrobenzene
0.500
Pellets
003
8/1/2023
Pentachlorophenol
1.25
Pellets
003
8/1/2023
Pyridine
1.25
Pellets
003
8/1/2023
Surr:2-Fluorophenol
10-130
Pellets
003
8/1/2023
Surr: Phenol-d6
10-130
Pellets
003
8/1/2023
Surr: Nitrobenzene-
10-130
d5
Pellets
003
8/1/2023
Surr:2,4,6-
19-151
Tribromophenol
Pellets
003
8/1/2023
Surr:2-
10-130
Fluorobiphenyl
Pellets
003
8/1/2023
Surr: p-Terphenyl-
20-181
d14
ND mg/L
Sludge
EPA 8270E
1
7.50
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
400
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
2.00
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
0.130
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
200
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
0.500
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
0.130
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
3.00
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
2.00
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
100
8/7/2023
JAP
ND mg/L
Sludge
EPA 8270E
1
5.00
8/7/2023
JAP
65.5 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
70.4 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
68.1 %Rec
Sludge
EPA 8270E
1
8/7/2023
JAP
87.3 %Rec
Sludge
EPA 8270E 1
8/7/2023
JAP
62.0 %Rec
Sludge
EPA 8270E 1
8/7/2023
JAP
68.9 %Rec
Sludge
EPA 8270E 1
8/7/2023
JAP
Page 9 of 19

Stmnnii Enrironnienial Techtiologies. Inc.
WO#:
23080190
SUMMINg
ENVIRONMENTAL TECNNOLOGIrS, NC
Arratytioal Laboratorw
3310 Win Si.
Cuyahoga Falls. Ohio 44223
TEL: [phone] FAX: [phone]
Date Reported:
Company:
8/10/2023
City of Winston-Salem
Website: htlp'hirww.settek con:
Address:
2799 Griffith Road
Winston-Salem NC 27103-6417
Received:
8/2/2023
Project#:
TCLP Sampling
TCLP Herbicides
Client ID#
Lab ID#
Collected Analyte
Rep Lint
Result Units
Matrix
Method
DF
RegLvl Run
Analyst
Pellets
003
8/1/2023 2,4-D
0.500
ND mg/L
Sludge
EPA 8321B
50
10.0 8/5/2023
JDB
Pellets
003
8/1/2023 2,4,5-TP
0.500
ND mg/L
Sludge
EPA8321B
50
1.00 8/5/2023
JDB
Pellets
003
8/1/2023 Surr: DCAA
70-130
100 %Rec
Sludge
EPA 8321E
50
8/5/2023
JDB
Page 10 of 19

SUMMIMF
Summit Environmental Technologies, /nc.
33/0 Win St.
Analytical Report
ENVIRONMENTAL TECnN01-or.IgS, :Nr
Analyllcal Labcralarw
Cujahoga Falls. Ohio 44223
TEL: [phone] FAX. [phone]
(base report)
WO#: 23080190
Website: ham:/hrit,ii,.settek.cwu
Date Reported: 8/10/2023
CLIENT:
City of Winston-Salem
Tag Number:
Matrix:
SLUDGE
Collection Date:
8/l/2023 8:55:00 AM
Lab 1 D:
23080190-001 A
Project:
TCLP Sampling & Analysis/Dryer
Client Sample ID Dryer Blending Tanks
Analyses Result RL Qual Units DF Date Analyzed
REACTIVE CYANIDE (9014/7.3.3.2)-SOLID SW9014 Analyst: HDJ
Cyanide, Reactive ND
0.400 U mg/Kg
1
8/8/2023 9:30:00 AM
IGNITABILITY OF SOLIDS (SW-846: 1030)
SW1030
Analyst: KG
Ignitability Non-flammable
mm/sec
1
8/7/2023 11:54:00 AM
PERCENT SOLIDS BY SM2540MOD
A2540B
Analyst: JPN
Percent Solids 1.54
%
1
8/7/2023 3:15:00 PM
PH (SW9045D)
SW9045D
Analyst: CXS
pH 7.6
s.u.@23.2°C
1
8/4/2023 2:00:00 PM
REACTIVE SULFIDE (9034)/7.3.4.2
SW9034
Analyst: KG
Sulfide, Reactive ND
25.0 U mg/Kg
1
8/4/2023 11:14:34 AM
Qualifiers: B
Analyte detected in the associated Method Blank
H
Holding times for preparation or analysis exceeded
MC
Value is below Minimum Compound Limit.
ND
Not Detected
P
Second column confirmation exceeds
R
RPD Outside accepted recovery limits
E Value above quantitation range
M Manual Integration used to determine area response
N Tentatively identified compounds
OGI
PL Permit Limit Original
RL Reporting Detection Limit
Page 11 of 19

Summit Environmental Technologies, Inc.
3310 Win St.
SUMm,mw
Analytical Report
ENVIRONMENTAL TECHNOLOGIFS; Xr.
Cuyahoga Falls. Ohio 44223
(base report)
Anrftyr]cal Labaratorfor TEL: [phone] FAX [phone]
WO#: 23080190
Wehsite: hito:lArisiw.settek.com
Date Reported: 8/10/2023
CLIENT:
City of Winston-Salem
Tag Number:
Matrix:
SLUDGE
Collection Date:
8/l/2023 9:18:00 AM
Lab ID:
23080190-002A
Project:
TCLP Sampling & Analysis/Dryer
Client Sample ID Dryer Cake
Analyses
Result
RL Qual Units
DF Date Analyzed
REACTIVE CYANIDE (9014/7.3.3.2)-SOLID
Cyanide, Reactive
IGNITABILITY OF SOLIDS (SW-846: 1030)
Ignitability
PERCENT SOLIDS BY SM2540MOD
Percent Solids
PH (SW9045D)
pH
REACTIVE SULFIDE (9034)/7.3.4.2
Sulfide, Reactive
SW9014
Analyst: HDJ
ND
0.427 U mg/Kg 1
8/8/2023 9:30:00 AM
SW1030
Analyst: KG
2.2
mm/sec 1
8/7/2023 11:54:00 AM
A2540B
Analyst: JPN
4.2
% 1
8/7/2023 3:15:00 PM
SW9045D
Analyst: CXS
8.1
s.u.@23.0°C 1
8/4/2023 2:00:00 PM
SW9034
Analyst: KG
ND
25.0 U mg/Kg 1
8/4/2023 11:14:34 AM
Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range
H Holding times for preparation or analysis exceeded M Manual Integration used to determine area response
MC Value is below Minimum Compound Limit. N Tentatively identified compounds
ND Not Detected OGl
P Second column confirmation exceeds PL Permit Limit Original
R RPD outside accepted recovery limits RL Reporting Detection Limit
Page 12 of 19

'� StunmitEnrironnren/a/Technologiesi St.
3310 Win St.
SU
Analytical Report
ENVInONtolENTAL'fECIiNOLOGIFS, NC.
Cuyahoga Falls, Ohio 44223
(base report)
Arralyflcal Laboralorles TEL: [phone] FAX: [phone]
WO#: 23080190
Website: h11n:1Avii,)v.seuek.cotn
Date Reported: 8/10/2023
CLIENT:
City of Winston-Salem
Tag Number:
Matrix:
SLUDGE
Collection Date:
8/l/2023 10:50:00 AM
Lab ID:
23080190-003A
Project:
TCLP Sampling & Analysis/Dryer
Client Sample 1D Pellets
Analyses
Result
RL Qual Units
DF Date Analyzed
REACTIVE CYANIDE (9014/7.3.3.2)-SOLID
SW9014
Analyst: HDJ
Cyanide, Reactive ND
0.472 U mg/Kg
1
8/8/2023 9:30:00 AM
IGNITABILITY OF SOLIDS (SW-846: 1030)
SW1030
Analyst: KG
Ignitability Non-flammable
mm/sec
1
8/7/2023 11:54:00 AM
PERCENT SOLIDS BY SM2540MOD
A2540B
Analyst: JPN
Percent Solids 90.3
%
1
8/7/2023 3:15:00 PM
PH (SW9045D)
SW9045D
Analyst: CXS
pH 7.2
s.u.@22.7°C
1
8/4/2023 2:00:00 PM
REACTIVE SULFIDE (9034)/7.3.4.2
SW9034
Analyst: KG
Sulfide, Reactive ND
25.0 U mg/Kg
1
8/4/2023 11:14:34 AM
Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range
H Holding times for preparation or analysis exceeded M Manual Integration used to determine area response
MC Value is below Minimum Compound Limit. N Tentatively identified compounds
ND Not Detected OG I
P Second column confirmation exceeds PL Permit Limit Original
R RPD outside accepted recovery limits RL Reporting Detection Limit
Page 13 of 19

summist
Summit Environmental Technologies, 1n 3310 Win Qualifiers and Acronyms
ENVInONMENTAL TECHNOLOGIES, INC, Cuyahoga Falls, Ohio 442� WO#: 23080190
Analytical Laboratones TEL: [phone] FAX. [phone]E Date: 8/10/2023
Website: hitn:/lwww.settekco
These commonly used Qualifiers and Acronyms may or may not be present in this report.
Qualifiers
U The compound was analyzed for but was not detected.
J The reported value is greater than the Method Detection Limit but less than the Reporting Limit.
H The hold time for sample preparation and/or analysis was exceeded.
D The result is reported from a dilution.
E The result exceeded the linear range of the calibration or is estimated due to interference.
MC The result is below the Minimum Compound Limit.
* The result exceeds the Regulatory Limit or Maximum Contamination Limit.
in Manual integration was used to determine the area response.
d Manual integration in which peak was deleted
N The result is presumptive based on a Mass Spectral library search assuming a 1:1 response.
P The second column confirmation exceeded 25% difference.
C The result has been confirmed by GUMS.
X The result was not confirmed when GUMS Analysis was performed.
B/MB+ The analyte was detected in the associated blank.
G The ICB or CCB contained reportable amounts of analyte.
QC-/+ The CCV recovery failed low (-) or high (+).
R/QDR The RPD was outside of accepted recovery limits.
QL /+ The LCS or LCSD recovery failed low (-) or high (+).
QLR The LCS/LCSD RPD was outside of accepted recovery limits.
QM-/+ The MS or MSD recovery failed low (-) or high (+).
QMR The MS/MSD RPD was outside of accepted recovery limits.
QV-/+ The ICV recovery failed low (-) or high (+).
S The spike result was outside of accepted recovery limits.
Z Deviation; A deviation from the method was performed; Please refer to the Case Narrative for
additional information
Acronyms
ND
Not Detected
RL
Reporting Limit
QC
Quality Control
MDL
Method Detection Limit
MB
Method Blank
LOD
Level of Detection
LCS
Laboratory Control Sample
LOQ
Level of Quantitation
LCSD
Laboratory Control Sample Duplicate
PQL
Practical Quantitation Limit
QCS
Quality Control Sample
CRQL
Contract Required Quantitation Limit
DLIP
Duplicate
PL
Permit Limit
NIS
Matrix Spike
RegLvl
Regulatory Limit
MSD
Matrix Spike Duplicate
MCL
Maximum Contamination Limit
RPD
Relative Percent Different
MinCL
Minimum Compound Limit
ICV
Initial Calibration Verification
RA
Reanalysis
ICB
Initial Calibration Blank
RE
Reextraction
CCV
Continuing Calibration Verification
TIC
Tentatively Identified Compound
CCB
Continuing Calibration Blank
RT
Retention Time
RLC
Reporting Limit Check
CF
Calibration Factor
DF
Dilution Factor
RF
Response Factor
This list of Qualifiers and Acronyms reflects the most commonly utilized Qualifiers and Acronyms for reporting.
Please refer to the Analytical Notes in the Case Narrative for any Qualifiers or Acronyms that do not appear in this
list or for additional information regarding the use of these Qualifiers on reported data.
Original
Page 14 of 19

'� Summit Environmental Technologies, Inc. Accreditation Program
3310 Win St. Anal tes Report
ENVIRONMENTAL TECHNOLOGIES, INC Cuyahoga Falls, Ohio 44223 ><"
Arralytkal Laboralorles TEL: [phone] FAX: [phone] WO#: 23080190
Website: htto:/hotirrr.seliek.com 10 Aug-23
Client: City of Winston-Salem State: NW
Project: TCLP Sampling & Analysis/Dryer Program Name: NC_WW_SCM
Test Name Matrix Analyte Status
Ignitability of Solids (SW-846: 1030)
Sludge
Ignitability
A
Percent Solids by SM2540Mod
Sludge
Percent Solids
N
pH (SW9045D)
Sludge
Hydrogen Ion (pH)
A
Reactive Cyanide (9014/7.3.3.2)-Solid
Sludge
Cyanide, Reactive
U
Reactive Sulfide (9034)/7.3.4.2
Sludge
Sulfide, Reactive
U
TCLP Herbicides
Sludge
2,4,5-TP
A
TCLP Herbicides
Sludge
2,4-D
A
TCLP Mercury
Sludge
Mercury
A
TCLP Metals
Sludge
Arsenic
A
TCLP Metals
Sludge
Barium
A
TCLP Metals
Sludge
Cadmium
A
TCLP Metals
Sludge
Chromium
A
TCLP Metals
Sludge
Lead
A
TCLP Metals
Sludge
Selenium
A
TCLP Metals
Sludge
Silver
A
TCLP Pesticides
Sludge
Chlordane, total
A
TCLP Pesticides
Sludge
Endrin
A
TCLP Pesticides
Sludge
gamma-BHC
A
TCLP Pesticides
Sludge
Heptachlor
A
TCLP Pesticides
Sludge
Heptachlor epoxide
A
TCLP Pesticides
Sludge
Methoxychlor
A
TCLP Pesticides
Sludge
Toxaphene
A
TCLP Semi-Volatiles Analysis (SWI311/8270)
Sludge
1,4-Dichlorobenzene
A
TCLP Semi-Volatiles Analysis (SWI311/8270)
Sludge
2,4,5-Trichlorophenol
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
2,4,6-Trichlorophenol
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
2,4-Dinitrotoluene
A
TCLP Semi-Volatiles Analysis (SW 1311 /8270)
Sludge
Cresols, Total
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
Hexachlorobenzene
A
TCLP Semi-Volatiles Analysis (SW 1311/8270)
Sludge
Hexachlorobutadiene
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
Hexachloroethane
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
Nitrobenzene
A
TCLP Semi-Volatiles Analysis (SW 1311/8270)
Sludge
Pentachlorophenol
A
NC_WW_SCM A Accredited NC_WW_SCM N Not Accredited NC_WW_SCM U Unavailabl
Original #1
Page 15 of 19

summint
Summit Environmental Technologies, Inc. Accreditation Program
3310 Win St. Anal tes Report
ENVInOWMENTAL TECHHOLOGIt S, INC Cuyahoga Falls. Ohio 44223 Y p
Analytical iaboratorwe TEL: [phone] FAX. [phone] WO#: 23080190
Website: http:1Avtivw.se11ek.com 10 Aug-23
Client: City of Winston-Salem
State: NW
Project: TCLP Sampling & Analysis/Dryer
Program Name: NC_WW_SCM
Test Name
Matrix
Analyte
Status
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
Pyridine
A
TCLP Volatiles
Sludge
I,I-Dichloroethene
A
TCLP Volatiles
Sludge
1,2-Dichloroethane
A
TCLP Volatiles
Sludge
2-Butanone
A
TCLP Volatiles
Sludge
Benzene
A
TCLP Volatiles
Sludge
Carbon tetrachloride
A
TCLP Volatiles
Sludge
Chlorobenzene
A
TCLP Volatiles
Sludge
Chloroform
A
TCLP Volatiles
Sludge
Tetrachloroethene
A
TCLP Volatiles
Sludge
Trichloroethene
A
TCLP Volatiles
Sludge
Vinyl chloride
A
NC_WW_SCM A Accredited NC_WW_SCM N Not Accredited NC_WW_SCM U Unavailabl
Original #1
Page 16 of 19

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Page 17 of 19

Winston-Salem/Forsyth County Utility Commission Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit #WQ0029804
Class a Toxicity & Hazardous Testing Sample ID:
EPA Hazardous
MDL Reporting
Toxicity
Parameter
Level (mg/I)
Limit (mg/1)
Result m I
Arsenic
5.0
I
Barium
100.0
Cadmium
1.0
m Chromium
5.0
Lead
5.0
Selenium
1.0
Silver
5.0
Mercury
0.2
1,1-Dichloroethylene
0.7
1,2-Dichloroethane
0.5
Benzene
0.5
Carbon
tetrachloride
0.5
01 Chiorobenzene
100.0
n
Chloroform
6.0
>
Methyl ethyl ketone (MEK)
200.0
Tetra chloroethylene
0.7
Trichloroethylene
0.5
Vinyl Chloride
0.2
1,4-Dichlorobenzene
7.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0
2,4-Dinitrotolume
0.13 _
Ortho-Cresol
200.0
LM
m
Meta -Cresol
200,0
200.0
o
Para -Cresol
Total Cresols
200,0
EHexachloro-1,3
butadiene
0.5
'^
0.13
Hexachlorobenzene
Hexachloroethane
3.0
2.0
Nitrobenzene
1 00.0
Pentachiorophenot
5.0
S.0
Pyridine
Q
10.0
2,4-D
=
2,4,S-TP (Silvex) 1.0
Chlordane, 10tal 0.03
Endrin 0.02
g-BHC (Lindane) 0.4
.Y
Heptachlor 0.008
a
Heptachlor epoxide 0.009
Methoxychlor 10.0
Toxaphene 0.5
Hazardous Parameter EPA Hazardous Level
Cyanide, Reactive Not Applicable
Sulfide, Reactive Not Applicable
Corrosivity (pH) 5 2 or 2 12.5
ignitability Flammable
Page 18 of 19

SUMMIT Summit Environmental Technologies. Inc.
33/0 Yt'in St.
ENVIRONMENTAL TECtlNOLOGIFS, INC Cuyahoga Falls. Ohio 44223 Sample Log -in Check List
Analytical Laboratories TEL: [phone]/ F,4.k' [phone]
Website: htU.r %'irirw.seitek.com
Client Name: WIN-NC-27103
Work Order Number: 23080190 RcptNo: 1
Logged by: Tegan A. Richards
1/
8/2/2023 10:10:00 AM
Completed By: Jacqueline Rasile
8/2/2023 11:29:47 PM
Reviewed By: Brian J. Fackelman
8/3/2023 6:30:08 PM
Chain of Custody
1. Is Chain of Custody complete?
Yes ❑ No ❑ Not Present ❑
2. How was the sample delivered?
UPS
Log In
3. Coolers are present?
Yes ❑ No ❑ NA ❑
4. Shipping container/cooler in good condition?
Custody seals intact on shipping container/cooler?
No. Seal Date:
5. Was an attempt made to cool the samples?
6. Were all samples received at a temperature of >0° C to 6.0°C
7. Sample(s) in proper container(s)?
8. Sufficient sample volume for indicated test(s)?
9. Are samples (except VOA and ONG) properly preserved?
10. Was preservative added to bottles?
Yes d❑
No ❑
Yes ❑
No ❑
Not Present ❑d
Signed By:
Yes W
No ❑
NA El
Yes C
No ❑
NA ❑
Yes ❑
No
Yes L/01
No ❑
Yes V
No ❑
Yes ❑
No
NA ❑
11. Is the headspace in the VOA vials less than 1/4 inch or 6 mm?
Yes
❑
No No VOA Vials
12. Were any sample containers received broken?
Yes
❑
No
13. Does paperwork match bottle labels?
Yes
❑
No ❑
(Note discrepancies on chain of custody)
14. Are matrices correctly identified on Chain of Custody?
Yes
No ❑
15. Is it clear what analyses were requested?
Yes
No ❑
16. Were all holding times able to be met?
Yes
No ❑
(If no, notify customer for authorization.)
Special Handling (if applicable)
17. Was client notified of all discrepancies with this order?
Yes
❑
No ❑ NA 0
Person Notified: Date:
By Whom: Via:
❑ eMail
❑ Phone ❑ Fax ❑ In Person
Regarding:
Client Instructions:
18. Additional remarks:
Incorrect bottles were supplied to the client for TCLP testing,
samples
were rec'd in HDPE and not glass.
Cooler Information
Good
Page 19 of 19

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 4. Pathogen Reduction and Vector Attraction Reduction Certifications
(DENR FORM PVRF 02T)

6Winston-Salem / Forsyth County
Utiflities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Pathogen and Vector Attraction Reduction Explanation
Pathogen Reduction Requirements were met as follows:
Time and temperature requirements were met per 40 CFR §503.32 (a)(3), Class A -Alternative 1(13)
based on pelletizer specifications provided by Andritz. In addition to the monthly DENR FORM
PVRF 02T, see in the attached monthly Dryer Compliance Reports (Section 6 of this report), the
right-hand column ("Time Temp Met") showing that daily Time and Temperature requirements were
met for distributed Class A pellets. Also on these Compliance Reports, see the daily average,
maximum and minimum values for Pellet Temperatures at the Preseparator, and the Solids
Retention Times "Drum SRT" achieved.
Pathogen density was analyzed per 40CFR §503.32(a)(3), Class A -Alternative 1(i). In addition to the
monthly DENR FORM PVRF 02T, see in Section 5 of this report the summary of all Fecal Coliform
analyses, followed by each month's laboratory data sheets and associated COCs. Each month's
Minimum and Maximum MPN/dry gram results are also recorded in the far -right columns of the monthly
Dryer Compliance Reports. Only bi-monthly monitoring is required; however, Fecal Coliform analysis is
performed on a monthly basis.
All samples analyzed for Fecal Coliform had a result of less than 1000 MPN/dry gram.
Vector Attraction Reduction Requirements were met by:
Option 7 [40 CFR §503.33 (b) (7)] - Drying of Stabilized Residuals (stabilized by Anaerobic
Digestion).
In addition to the monthly DENR FORM PVRF 02T, please see the monthly Dryer Compliance
Reports, far left column, showing the daily, average, maximum and minimum values for % Total
Solids for Distributed Class A EQ pellets.
All values were >_ 75% Total Solids.
YOUR UNK To Clio sERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson 0. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From l/l/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
1/31/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp)❑ 1
Alt B (Alk Treatment)❑
Alt. C (Prior Testing)❑
A1t.D (No Prior Test) ❑ 1
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑ jAerobic
Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
um rot
e
Excee-
dunces
Frequency
of Analysis
Sample
yp
Type
Analytical
Technique
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
19
N/A
390
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.l (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 211
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
® " 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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
Land Applier Name and Title (if applicable)(type or print)
3 1-23
Signature of Preparer* Date Signature of Land Applier (if applicable)
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
Date
DENR FORM PVRF 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 2/1/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
2/28/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) © I
Alt B (Alk Treatment)❑
Alt. C (Prior Testing)[]
A1t.D (No Prior Test) ❑ I
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑
Aerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
umer o
Excee-
ences
Frequency
of Analysis
Sample
Type
Analytical
Technique
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
26
N/A
55
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.I (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-daybench) 173
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 211
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
INo vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
v❑ "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
&&- S,, — S- 3t-L3
Signature of Preparer* Date
Land Applier Name and Title (if applicable)(type or print)
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 3/l/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
3/31/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) RTIT
Alt B (Alk Treatment)❑
Alt. C (Prior Testing)❑
A1t.D (No Prior Test) ❑ 1
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑
Aerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
um er o
Excee-
deuce
Frequency
of Analysis
y
Sample
T e
Type
Analytical
Technique
q
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
19
N/A
36
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 0
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
® "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
014,k Go"L -9_31-13
Signature of Preparer* Date
Land Applier Name and Title (if applicable)(type or print)
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 4/1/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
4/30/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) 21
Alt B (Alk Treatment)❑
Alt. C (Prior Testing)❑
Alt.D (No Prior Test) ❑ I
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
All. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑
Aerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
Number of
Excee-
dences
Frequency
of Analysis
y
Sample
T e
Type
Analytical
Technique
q
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
15
N/A
38
mpn/gr
0
7/month
Grab
92 21 E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I wei ht
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. Oz uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) ❑
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
© "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
9 3t-23
Signature of Preparer* Date
Land Applier Name and Title (if applicable)(type or print)
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 5/l/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
5/31/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) © I
Alt B (Alk Treatment) [3
Alt. C (Prior Testing) ❑
Alt.D (No Prior Test) [3Process
to Further Reduce Pathogens O
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost 01
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
I Gamma Ray ❑
Pasteurization ❑
Class B:
I Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑ lAerobic
Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
Pathogen Density
um er o
Excee-
den es
Frequency
of Anal sis
y
Sample
Tj e
Yp
Analytical
Technique
MinimumGeo.
Mean
Maximun�
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
26
N/A
89
inpn/gr
0
7/month
Grab
9221 E
Salmonella bacterial
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.I (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 211
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
Signature of Preparer* Date
Land Applier Name and Title (if applicable)(type or print)
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 6/1/2023 To
WQ Permit Number:
NPDES Numbers:
WQ0029804
NCO037834 &
6/30/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) R1
Alt B (Alk Treatment)❑
Alt. C (Prior Testing)❑
Alt.D (No Prior Test) ❑ I I
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost 01
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
1 Gamma Ray ❑
Pasteurization ❑
Class B:
I Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑ 1
Air Drying ❑
Composting ❑
jAerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
Number o
Excee-
dences
Frequency
of Analysis
y
Sample
Type
Analytical
Technique
q
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
19
N/A
149
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) ❑
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
' 44 � F-31-23
Signature of Preparer* Date
Land Applier Name and Title (if applicable)(type or print)
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 7/l/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
7/31/2023 NCO050342 Combined
Pnthnuen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp)❑
Alt B (Alk Treatment) [I
Alt. C (Prior Testing)[]
A1t.D (No Prior Test) ❑
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑ 1
Air Drying ❑
Composting ❑ jAerobic
Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
Pathogen Density
umer o
Excee-
deuce
Frequency
of Anal sis
y
Sample
Type
Analytical
Techni ue
q
MinimumGeo.
Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
27
N/A
270
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) -Please indicate alternative performed:
Alt.I (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable)❑
I Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
49 4- �--
Signature of Preparer*
Land Applier Name and Title (if applicable)(type or print)
�-31-Z3
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 8/1/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
8/30/2023 NCO050342 Combined
Pnthnuen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) 0
Alt B (Alk Treatment) [3
TAlt. C (Prior Testing) ❑
A1t.D (No Prior Test) ❑
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens?':
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑ 1
Air Drying ❑
Composting ❑
jAerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
Number of
Excee-
dences
Frequency
of Analysis
Sample
yp
Type
Analytical
Technique
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
28
N/A
190
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.I (VS reduction) ❑
Alt. 2 (40-day bench) ❑
jAlt. 3 (30-day bench) ❑
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
I Alt 7 (Drying -Stable) ©
Alt. 8 (Drying -Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
© "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
� - /ti-23
Land Applier Name and Title (if applicable)(type or print)
Signature of Preparer* Date Signature of Land Applier (if applicable) Date
*Prepares is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM PVRF 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 9/l/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
9/30/2023 NCO050342 Combined
Pnthnuen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) ©
Alt B (Alk Treatment) [3
Alt. C (Prior Testing) ❑
Alt.D (No Prior Test) ❑
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑ 1
Air Drying ❑
Composting ❑
jAerobic Digestion ❑
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 o
Excee-
en es
Frequency
of Analysis
y
Sample
Type
yp
Analytical
Technique
MinimumGeo.
Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
**
**
**
mpn/gr
**
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
weight)
Vertnr Attrnetinn Reduction (15A NCAC 02'1' .1107) - Please indicate alternative performed:
Alt.1 (VS reduction)
[3
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑ Alt. 4 (Spec. OZ uptake)
❑
Alt. 5 (14-Day Aerobic)
❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) ® 1 Alt. 8 (Drying - Unstable)
❑
Alt. 9 (Injection)
❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed
❑
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
cilt.-
Signature of Preparer*
Land Applier Name and Title (if applicable)(type or print)
2-► -2
Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
** The biosolids dryer was out of commission during the month of September. No pellets were generated.
DENR FORM PVRF 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 10/1/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
10/31/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) O
Alt B (Alk Treatment) [3
Alt. C (Prior Testing) ❑
A1t.D (No Prior Test) ❑ 1
Process to Further Reduce Pathogens ❑
If applicable to alternative performed Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑ jAerobic
Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
Number of
Excee-
nc s
Frequency
of Analysis
Sample
yp
Type
Analytical
Technique
Minimum
Geo. Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
<2.2
<2.2
<2.2
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.l (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 0
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "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 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."
Mark Solan, Utility Plant Supervisor
Prepa�r/er Name and Title (type or print)
//�I
I/r1A✓�/
-T
Signature of Preparer*
Land Applier Name and Title (if applicable)(type or print)
1 14-Z4
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 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From l l/1/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
11/30/2023 NCO050342 Combined
Pnthnuen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) 21
Alt B (Alk Treatment) El
Alt. C (Prior Testing) ❑
A1t.D (No Prior Test) ❑ I
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
I Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray 01
Gamma Ray ❑
Pasteurization ❑
Class B:
I Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
1 Composting ❑
jAerobic Digestion ❑
Anaerobic Digestion ❑
If applicable to alternative performed (Class A or Class B) complete the following monitoring data:
Parameter
Allowable Level
in Sludge
Pathogen Density
umer o
Excee-
dences
Frequency
ofAnalysis
y
Sample
Type
Analytical
Technique
Minimut
Geo. Mean
Maximus
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CPU
1000 mpn per gram
of total solid (dry
weight)
**
**
**
mpn/gr
**
**
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.I (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) r❑
I Alt. 8 (Drying -Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
R1 "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
IM,i.t. S?L
Signature of Preparer*
Land Applier Name and Title (if applicable)(type or print)
Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
** The biosolids dryer was out of commission during the month of November. No pellets were generated.
DENR FORM PVRF 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utility Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 12/1/2023 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
12/30/2023 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) 0
Alt B (Alk Treatment)❑
Alt. C (Prior Testing) ❑
A1t.D (No Prior Test) ❑ 1
Process to Further Reduce Pathogens ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Patho ens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to SignificantlySigniflcantly Reduce Pathogens":
Lime Stabilization ❑ 1
Air Drying ❑
Composting ❑
jAerobic Digestion ❑
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 o
Excee-
n ces
Frequency
of Analysis
Y
Sample
Type
Analytical
Technique
q
MinimumGeo.
Mean
Maximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
CFU
1000 mpn per gram
of total solid (dry
weight)
**
**
mpn/gr
**
**
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Flease indicate alternative performea:
Alt.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 21
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
® "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 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."
Mark Solan, Utility Plant Supervisor
Preparer Name and Title (type or print)
Land Applier Name and Title (if applicable)(type or print)
Wok �aL
Signature of Preparer* Date Signature of Land Applier (if applicable)
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
** The biosolids dryer was out of commission during the month of December. No pellets were generated.
Date
DENR FORM PVRF 02T (12/2006)

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 5. Pathogen Reduction Summary of Fecal Coliform Analysis; Fecal Coliform Analysis
Lab Results and Corresponding Chain of Custody Forms

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina DWR Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Feral C'nlifnrm C'mmplianre Analvsis results:
Sample
Date
Sample
Name
Sample
Time
Total
Solids
%
Fecal Coliform
MPN/dry gram
1/10/2023
PF1
10:01
90.05
26
1/10/2023
PF2
10:02
89.87
26
1/10/2023
PF3
10:03
89.68
26
1/10/2023
PF4
10:04
89.61
26
1/10/2023
PF5
10:05
89.52
26
1/10/2023
PF6
10:06
89.14
26
1/10/2023
PF7
10:07
89.14
26
2/6/2023
PF1
10:01
88.94
26
2/6/2023
PF2
10:02
89.13
37
2/6/2023
PF3
10:03
89.26
55
2/6/2023
PF4
10:04
88.98
55
2/6/2023
PF5
10:05
89.19
26
2/6/2023
PF6
10:06
89.16
37
2/6/2023
PF7
10:07
88.93
26
3/13/2023
PF1
10:01
90.89
19
3/13/2023
PF2
10:02
90.85
36
3/13/2023
PF3
10:03
90.88
36
3/13/2023
PF4
10:04
90.76
25
3/13/2023
PF5
10:05
90.91
36
3/13/2023
PF6
10:06
90.99
25
3/13/2023
PF7
10:07
91.01
25
4/26/2023
PF1
10:01
87.88
15
4/26/2023
PF2
10:02
87.97
26
4/26/2023
PF3
10:03
87.72
26
4/26/2023
PF4
10:04
87.85
38
4/26/2023
PF5
10:05
87.78
26
4/26/2023
PF6
10:06
88.17
26
4/26/2023
PF7
10:07
88.26
26
G:04Wastwater/Dryer Facility/Pellets Monitoring/2023/2023 Fecal Results Snmmary.doc Page 1

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina DWR Permit # WQ0029804
Fecal Coliform Compliance Analvsis results:
Sample
Date
Sample
Name
Sample
Time
Total
Solids
%
Fecal Coliform
MPN/dry gram
5/8/2023
PH
10:01
89.16
89
5/8/2023
PF2
10:02
89.02
26
5/8/2023
PF3
10:03
89.21
37
5/8/2023
PF4
10:04
88.77 1
89
5/8/2023
PF5
10:05
89.14
89
5/8/2023
PF6
10:06
88.84
37
5/8/2023
PF7
10:07
88.82
32
6/12/2023
PF1
8:01
87.13
56
6/12/2023
PF2
8:02
87.18
149
6/12/2023
PF3
8:03
87.63
56
6/12/2023
PF4
8:04
87.12
91
6/12/2023
PF5
8:05
87.28
8.9
6/12/2023
PF6
8:06
87.33
26
6/12/2023
PF7
8:07
87.45
5.1
7/10/2023
PF1
9:21
89.8
270
7/10/2023
PF2
9:22
89.9
27
7/10/2023
PF3
9:23
89.98
27
7/10/2023
PF4
9:24
89.83
27
7/10/2023
PF5
9:25
89.77
27
7/10/2023
PF6
9:26
89.82
27
7/10/2023
PF7
9:27
89.85
27
8/7/2023
PF1
10:16
85.20
28
8/7/2023
PF2
10:17
85.62
190
8/7/2023
PF3
10:18
85.96
28
8/7/2023
PF4
10:19
85.23
41
8/7/2023
PF5
10:20
85.95
1 28
8/7/2023
PF6
10:21
85.65
63
8/7/2023
PF7
10:22
86.08
35
G:04Wastwater/Dryer Facility/Pellets Monitoring/2023/2023 Fecal Results Summary.doc Page 2

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina DWM Permit # WQ0029804
Feral Coliform Compliance Analvsis results:
Sample
Date
Sample
Name
Sample
Time
Total
Solids
%
Fecal Coliform
MPN/dry gram
Se t.2023
**
10/9/2023
PF1
8:06
90.0
<2.2
10/9/2023
PF2
8:07
90.2
<2.2
10/9/2023
PF3
8:08
90.0
<2.2
10/9/2023
PF4
8:09
90.0
<2.2
10/9/2023
PF5
8:10
90.0
<2.2
10/9/2023
PF6
8:11
90.0
<2.2
10/9/2023
PF7
8:12
90.2
<2.2
11/1/23-
11/31/23
**
12/1/23 -
12/30/23
**
**The Biosolids dryer was out of commission and under maintenance during the month of September,
November, and December. No pellets were collected.
G:04Wastwater/Dryer Facility/Pellets Monitoring/2023/2023 Fecal Results Sun mary.doc Page 3

��doQo��c��� �1D D��oQpoQa�c�d
Drinking Water ID: 37715
_ ...- :�........,. b...,. _,. .._. Wastewater ID: 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Total Solids, %n
Fecal Coliform (MPH /gram Solids
ID#: 599
DATE COLLECTED: 01/09/23
DATE REPORTED : 01/13/23
REVIEWED BY:
PF1 PF2 PF3 PF4
89.12 89,10 88.98 88.94
390 37 37 120
PF5 Analysis Method
Date Analyst Code
89.06 01/10/23 JMS 2540G15
19 01/09/23 HMV 9221E-14

114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking water I➢: 17715
wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 01/09/23
DATE REPORTED : 01/13/23
REVIEWED BY: �J iz•
PF7 Analysis Method
Date Analyst Code
Total Solids, % 89.17 89.30 01/10/23 JMS 2540G-15
Fecal Coliform (MPN), /gram Solids 26 32 01/09/23 HMV 9221E-14

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��doQo��c��� Flo ��c�or�poQa�c�d
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
Drinking Water ID: 37715
Waatewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 02/06/23
DATE REPORTED : 02/13/23
REVIEWED BY:
PF1 PF2 PF3 PF4
PARAMETERS
Total Solids, % 88.94 89.13 89.26 88.98
Fecal Coliform (MPN), /gram Solids 26 37 55 55
PF5 Analysis Method
Date Analyst Code
89.19 02/07/23 JMS 2540G-15
26 02/06/23 JDJ 9221E-14

�RwkooHH(W Flo ��c�oQpoc�a�c��
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
PF7
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 02/06/23
DATE REPORTED : 02/13/23
REVIEWED BY:
Analysis Method
Date Analyst Code
Total Solids, % 89.16 88.93 02/07/23 JMS 2540G-15
Fecal Coliform (MPN), /gram Solids 37 26 02/06/23 JDJ 9221E-14

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Waypoint Wastewater ID: 10
ANALYTICAL
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, NC 27858 FAX [phone]
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
DATE COLLECTED: 03/13/23
2799 GRIFFITH ROAD
DATE REPORTED
03/17/23
WINSTON-SALEM, NC 27103
✓'� �`
REVIEWED BY:
PF1 PF2
PF3 PF4 PF5
Analysis
Method
Date Analyst
Code
PARAMETERS
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90.88 90.76 90.91
03/15/23 BNC
254OG-15
Total Solids, %
36 25 36
03/17/23 ADR
9221E-14
Fecal Coliform (MPH /g ram Solids 19 36

Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 03/13/23
DATE REPORTED : 03/17/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 90.99 91.01 03/15/23 BNC 2540G-15
Fecal Coliform (MPN), /gram Solids 25 25 03/17/23 ADR 9221E-14

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ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF1
PARAMETERS
Total Solids, % 87.88
Fecal Coliform (MPH /gram Solids 15
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
ID# : 599 FAX [phone]
DATE COLLECTED: 04/26/23
DATE REPORTED : 05/01/23
REVIEWED BY:
PF2 PF3 PF4 PF5 Analysis Method
Date Analyst Code
87.97 87.72 87.85 87.78 04/27/23 JMS 2540G-15
26 26 38 26 04/26/23 JMS 9221E-14

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ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Total Solids, % 88.17
Fecal Coliform (MPN), /gram Solids 26
Drinking Water ID: 37715
Waetewater ID: 10
PHONE [phone]
ID#: 599 FAX [phone]
DATE COLLECTED: 04/26/23
DATE REPORTED : 05/01/23
REVIEWED BY:
PF7 Analvsis Method
Date Analyst Code
88.26 04/27/23 JMS 2540G-15
26 04/26/23 JMS 9221E-14

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Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Total Solids, %
Fecal Coliform (MPN), /gram Solids
Drinking water ID: 37715
Wa tewater ID: 10
PHNE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 05/08/23
DATE REPORTED : 05/16/23
REVIEWED BY:
PF1 PF2 PF3 PF4
89.16 89.02 89.21 88.77
89 26 37 89
PF5 Analysis Method
Date Analyst Code
89.14 05/09/23 BLV 254OG-15
89 05/08/23 JDJ 9221F-14

Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
Pg` a(2e5z2)175616208
FAX [phone]
ID#: 599
DATE COLLECTED: 05/08/23
DATE REPORTED : 05/16/23
REVIEWED BY: �'t, `-
PF7 Analysis Method
Date Analyst Code
Total Solids, %n 88.84 88.82 05/09/23 BLV 2540G-15
Fecal Coliform (NON), /gram Solids 37 32 05/08/23 JDJ 9221E-14

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Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Total Solids, %
Fecal Coliform (MPN), /gram Solids
Drinking Water ID: 37715
PFY014r ) �t`6-W208
FAX [phone]
ID#: 599
DATE COLLECTED: 06/12/23
DATE REPORTED : 06/21/23'
REVIEWED BY:
I Jr
PF1 PF2 PF3 PF4
87.13 87.18 87.63 87.12
56 149 56 91
PF5 Analysis Method
Date Analyst Code
87.28 06/13/23 ADR 2540G-15
8.9 06/12/23 BLV 9221E-14

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Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
PRONE`° M-t°208
FAX [phone]
ID#: 599
DATE COLLECTED: 06/12/23
DATE REPORTED : 06/21/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 87.33 87.45 06/13/23 ADR 2540G-15
Fecal Coliform (MPN), /gram Solids 26 5.1 06/12/23 BLV 9221E-14

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Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PARAMETERS
Total Solids, %
Fecal Coliform (MPN), /gram Solids
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 07/10/23
DATE REPORTED : 07/14/23
REVIEWED BY:
PFi PF2 PF3 PF4
89.80 89.90 89.98 89.83
270 27 27 27
PF5 Analysis Method
Date Analyst Code
89.77 07/11/23 JMS 254OG-15
27 07/10/23 ADR 9221E-14

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ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 07/10/23
DATE REPORTED : 07/14/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 89.82 89.85 07/11/23 JMS 2540G-15
Fecal Coliform (MPN), /gram Solids 27 27 07/10/23 ADR 9221E-14

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ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF1
PARAMETERS
Total Solids, % 85.20
Fecal Coliform (MPN), /gram Solids 28
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 08/07/23
DATE REPORTED : 08/11/23
REVIEWED BY:
PF2 PF3 PF4 PF5 Analysis Method
Date Analyst Code
85.62 85.96 85.23 85.95 08/08/23 ADR 254OG-15
190 28 41 28 08/09/23 ADR 9221E-14

Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DEVIN SHIELDS
2799 GRIFFITH ROAD
WINSTON-SALEM, NC 27103
PF6
PARAMETERS
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 08/07/23
DATE REPORTED : 08/11/23
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 85.65 86.08 08/08/23 ADR 2540G-15
Fecal Coliform (MPN), /gram Solids 63 35 08/09/23 ADR 9221E-14

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Analytical Results
City of Winston-Salem
2799 Griffith Rd.
Winston-Salem, NC 27103
Receive Date: 10/09/2023
Reported: 10/10/2023
For:
Comments:
STATESVILLE
ANALYTICAL
,A
Sample Number
Parameter
Sample ID
Result
Unit
Method
Analyzed
Analyst
231009-09-01
Fecal Coliforms
PF1
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-01
Percent Solids
PF1
90
%
SM254OB-2011
10/09/2023
MD
231009-09-02
Fecal Coliforms
PF2
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-02
Percent Solids
PF2
90.2
%
SM254OB-2011
10/09/2023
MD
231009-09-03
Fecal Coliforms
PF3
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-03
Percent Solids
PF3
90
%
SM254OB-2011
10/09/2023
MD
231009-09-04
Fecal Coliforms
PF4
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-04
Percent Solids
PF4
90
%
SM25400-2011
10/09/2023
MD
231009-09-05
Fecal Coliforms
PF5
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-05
Percent Solids
P175
90
%
SM254OB-2011
10/09/2023
MD
231009-09-06
Fecal Coliforms
PF6
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-06
Percent Solids
PF6
90
%
SM254OB-2011
10/09/2023
MD
231009-09-07
Fecal Coliforms
PF7
<2.2
MPN/g
SM9221 CE-2014
10/09/2023
MD
231009-09-07
Percent Solids
PF7
90.2
%
SM2540B-2011
10/09/2023
MD
Respectfully submitted,
>7A"�e�j. 11��
Melissa Myers
NC Cert #440,
NCDW Cert #37755,
EPA #NC00909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 1 of 2

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PO Box228 - Statesville, NC 28687 a70 % 72/ 697

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 6. Dryer Facility Compliance Operational Reports

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
05/01/23 to 05/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
'%TS
°/,TS
%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 75°/,
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
I V1013
V1014
05/01/23
89.58
22.67
64.75
191
85.18
0.08
1
05/02/23
89.92
22.34
65.75
191
68.33
0.08
1
05/03/23
88.04
22.09
65.10
189
64.92
0.12
1
05/04/23
83.29
22.33
63.54
189
65.25
0.12
1
05/05/23
90.46
22.39
64.15
187
74.58
0.17
1
05/06/23
86.12
21.54
59.89
191
64.57
0.08
1
05/07/23
88.79
21.83
62.76
191
63.67
0.08
1
05/08/23
88.56
21.85
63.52
192
58.48
0.07
1
05/09/23
87.72
22.48
63.20
188
54.86
0.14
1
05/10/23
*
22.04
05/11/23
92.32
21.61
65.67
194
75.54
0.05
1
05/12/23
84.70
21.48
61.65
193
59.03
0.06
1
05/13/23
89.68
22.11
65.29
188
69.02
0.14
1
05/14/23
87.53
22.25
62.93
188
77.24
0.14
1
05/15/23
90.55
22.57
66.26
190
66.10
0.10
1
05/16/23
88.25
22.41
63.28
190
65.41
0.10
1
05/17/23
*
21.93
05/18/23
89.27
21.45
63.96
187
67.63
0.17
1
05/19/23
87.13
21.69
62.41
190
70.65
0.10
1
05/20/23
88.99
21.35
64.09
192
65.61
0.07
1
05/21/23
83.81
21.57
61.83
188
63.21
0.14
1
05/22/23
91.10
22.10
66.56
190
64.25
0.10
1
05/23/23
88.25
22.36
63.82
191
78.32
0.08
1
05/24/23
05/25/23
90.20
21.39
67.06
190
73.76
0.10
1
05/26/23
87.72
21.76
61.83
188
78.89
0.14
1
05/27/23
05/28/23
05/29/23
*
05/30/23
1
05/31/23
84.46
23.63
161.28
188
131.00
0.14
1
AVERAGE
88.19
22.05
63.77
190
71.06
MAXIMUM
92.32
23.63
67.06
194
131.00
MINIMUM
83.29
21.35
59.89
187
54.86
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
Monthly Monthly
Min =
Max 89
*Unable to collect pellet samples
due to maintenance. High
Blending Tank Levels.
Troubleshooting high discharge
pressure on outside cake pump.
Jetted cake line and replaced
polymer lube pump.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
02/01/23 to 02/28/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
%TS
'%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 75%
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
V1013
V1014
02/01/23
02/02/23
89.23
22.84
66.27
187
90.35
0.17
1
02/03/23
88.42
22.37
62.57
189
82.01
0.12
1
02/04/23
87.92
22.18
64.26
189
70.62
0.12
1
02/05/23
87.55
22.68
63.20
189
69.21
0.12
1
02/06/23
89.26
22.65
66.38
190
70.09
0.10
1
02/07/23
89.62
22.89
65.60
190
65.62
0.10
1
02/08/23
02/09/23
02/10/23
88.35
21.86
65.18
191
75.93
0.08
1
02/11/23
89.42
22.31
64.72
193
74.15
0.06
1
02/12/23
86.43
22.19
64.49
191
66.86
0.08
1
02/13/23
88.44
22.13
64.48
191
66.40
0.08
1
02/14/23
89.56
22.62
67.19
191
65.64
0.08
1
02/15/23
85.92
22.38
63.05
190
70.43
0.10
1
O2/16/23
89.16
22.15
65.85
187
67.43
0.17
1
02/17/23
88.82
22.34
64.75
188
62.65
0.14
1
02/18/23
02/19/23
90.22
21.93
66.44
191
66.86
0.08
1
02/20/23
89.46
22.06
65.71
191
67.16
0.08
1
02/21/23
90.43
22.51
65.17
190
68.81
0.10
1
02/22/23
90.51
22.52
66.43
191
72.10
0.08
1
02/23/23
02,/24/23
85.47
22.47
63.19
193
100.10
0.06
1
02/25/23
89.92
22.73
65.71
191
73.72
0.08
1
02/26/23
84.38
23.15
60.08
191
71.16
0.08
1
02/27/23
89.29
22.93
68.38
189
62.10
0.12
1
02/28/23
89.15
23.15
66.70
192
82.26
0.07
1
AVERAGE
88.56
22.48
65.03
190
72.25
MAXIMUM
90.51
23.15
68.38
193
100.10
MINIMUM
84.38
21.86
60.08
187
62.10
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
1 1 = 1 1
___-
____
___-
___-
Monthly Monthly
Min =
Max 55
*Unable to collect pellet samples
due to maintenance.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
03/01/23 to 03/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
%TS
%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 75%
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
V1013
V1014
03/O1/23
90.13
23.14
69.71
194
67.58
0.05
1
03/02/23
89.62
22.53
69.09
196
69.54
0.03
1
03/03/23
96.04
22.92
78.87
194
52.64
0.05
1
03/04/23
94.50
22.56
68.57
192
82.64
0.07
1
03/05/23
92.96
22.67
66.06
189
77.48
0.12
1
03/06/23
92.92
22.91
66.97
187
75.06
0.17
1
03/07/23
*
22.79
03/08/23
93.00
22.67
68.55
192
72.71
0.07
1
03/09/23
91.24
22.51
66.88
189
73.56
0.12
1
03/10/23
91.12
23.00
68.78
192
71.60
0.07
1
03/11/23
91.29
22.73
68.18
193
72.83
0.06
03/12/23
90.84
22.95
65.48
190
79.29
0.10
03/13/23
89.57
22.81
65.17
191
67.87
0.08
03/14/23
90.73
23.71
67.53
188
70.30
0.14
03/15/23
89.48
23.10
65.32
190
72.73
0.10
M11
03/16/23
89.82
23.01
67.93
189
70.15
0.12
03/17/23
88.72
22.96
66.30
191
67.79
0.08
03/18/23
90.88
22.72
66.99
189
77.23
0.12
03/19/23
91.71
22.64
71.77
191
59.98
0.08
03/20/23
03/21/23
22.73
03/22/23
91.43
22.82
67.20
188
84.57
0.14
1
03/23/23
84.65
22.45
60.65
186
75.90
0.20
1
3/24/2023
*
191
0.08
03/25/23
03/26/23
03/27/23
03/28/23
03/29/23
87.82
23.17
62.72
188
109.52
0.14
1
03/30/23
90.90
23.07
67.10
191
73.31
0.08
1
03/31/23
90.35
1 23.36
67.26
191
71.32
0.08
1
AVERAGE
90.86
22.88
67.53
1 191
1 73.72
MAXIMUM
96.04
23.71
78.87
196
109.52
MINIMUM
84.65
22.45
60.65
186
52.64
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
1 1 = 1 1
___-
___-
____
___-
Monthly Monthly
Min =
Max 36
*Unable to collect pellet samples
due to maintenance. Only a very
small volume of cake went to the
dryer. Samples could not be
obtained. High Blending Tank
Levels. Lost power to
communication system for
Dryer. System restored 3/29/23.
Issues with gas igniter for drum
burner.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
04/01/23 to 04/30/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
'%OTS
'%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Minuues
Minutes
1 = Yes
Be > 75%
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
I V1013
V1014
04/01/23
90.71
23.42
67.30
190
72.19
0.10
1
04/02/23
90.01
22.73
66.06
189
69.67
0.12
1
04/03/23
90.51
22.87
66.67
189
70.10
0.12
1
04/04/23
90.59
22.78
65.24
189
75.00
0.12
1
04/05/23
89.65
22.59
65.91
191
77.06
0.08
1
04/06/23
04/07/23
04/08/23
04/09/23
04/10/23
95.47
21.99
80.59
193
75.94
0.06
1
04/11/23
*
22.35
04/12/23
93.62
22.71
76.15
191
151.88
0.08
1
04/13/23
88.43
22.44
68.14
190
69.07
0.10
1
04/14/23
89.20
22.04
67.02
188
65.32
0.14
1
04/15/23
89.98
22.25
66.67
188
61.88
0.14
1
04/16/23
90.01
22.06
66.55
191
67.64
0.08
1
04/17/23
87.86
21.81
64.72
188
58.77
0.14
1
04/18/23
04/19/23
89.94
22.31
67.12
191
83.50
0.08
1
04/20/23
85.99
22.17
61.78
190
71.44
0.10
1
04/21/23
86.68
21.86
60.34
188
66.85
0.14
1
04/22/23
89.47
21.78
63.26
186
69.20
0.20
1
4/23/2023
193
0.06
04/24/23
04/25/23
91.82
22.87
66.58
192
99.35
0.07
1
04/26/23
88.72
22.43
64.20
189
70.44
0.12
1
04/27/23
87.60
22.17
63.05
189
66.05
0.12
1
04/28/23
86.56
22.30
63.81
189
61.18
0.12
1
04/29/23
86.94
22.60
63.99
188
62.24
0.14
1
04/30/23
89.88
22.38
66.29
191
64.03
0.08
1
AVERAGE
89.53
22.39
66.43
1 190
1 74.04
MAXIMUM
95.47
23.42
1
80.59
193
151.88
MINIMUM
85.99
21.78
60.34
186
58.77
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
Monthly Monthly
Min =
Max 38
*Unable to collect pellet samples
due to maintenance. High
Blending Tank Levels. Issues
with gas igniter for drum burner.
Igniter recalibrated 4/10/23.
Replaced damaged coupling on
the inside of the cake pump. Rto
burners wouldn't stay lit due to
inclement weather.
Pagel of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
05/01/23 to 05/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
"/oTS
'%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
MinutesL=No
Be > 75%
Alt 1B TimV877
V732
V968
V970
V1010
V1013
05/01/23
89.58
22.67
64.75
191
85.18
0.08
1
05/02/23
89.92
22.34
65.75
191
68.33
0.08
1
05/03/23
88.04
22.09
65.10
189
64.92
0.12
1
05/04/23
83.29
22.33
63.54
189
65.25
0.12
1
05/05/23
90.46
22.39
64.15
187
74.58
0.17
1
05/06/23
86.12
21.54
59.89
191
64.57
0.08
1
05/07/23
88.79
21.83
62.76
191
63.67
0.08
1
05/08/23
88.56
21.85
63.52
192
58.48
0.07
1
05/09/23
87.72
22.48
63.20
188
54.86
0.14
1
05/10/23
*
22.04
05/11/23
92.32
21.61
65.67
194
75.54
0.05
1
05/12/23
84.70
21.48
61.65
193
59.03
0.06
1
05/13/23
89.68
22.11
65.29
188
69.02
0.14
1
05/14/23
87.53
22.25
62.93
188
77.24
0.14
1
05/15/23
90.55
22.57
66.26
190
66.10
0.10
1
05/16/23
88.25
22.41
63.28
190
65.41
0.10
1
05/17/23
*
21.93
05/18/23
89.27
21.45
63.96
187
67.63
0.17
1
05/19/23
87.13
21.69
62.41
190
70.65
0.10
1
05/20/23
88.99
21.35
64.09
192
65.61
0.07
1
05/21/23
83.81
21.57
61.83
188
63.21
0.14
1
05/22/23
91.10
22.10
66.56
190
64.25
0.10
1
05/23/23
88.25
22.36
63.82
191
78.32
0.08
1
05/24/23
05/25/23
90.20
21.39
67.06
190
73.76
0.10
1
05/26/23
87.72
21.76
61.83
188
78.89
0.14
1
05/27/23
05/28/23
05/29/23
05/30/23
05/31/23
84.46
23.63
161.281
188
131.00
0.14
1
AVERAGE
88.19
22.05
63.77
190
71.06
MAXIMUM
92.32
23.63
67.06
194
131.00
MINIMUM
83.29
21.35
59.89
187
54.86
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
Monthly Monthly
Min = Max 89
*Unable to collect pellet samples
due to maintenance. High
Blending Tank Levels.
Troubleshooting high discharge
pressure on outside cake pump.
Jetted cake line and replaced
polymer lube pump.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
06/O1/23 to 06/30/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
°/oTS
'%TS
°/,TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 7511/o
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
V1013
V1014
06/01/23
86.12
24.74
64.38
189
79.58
0.12
1
06/02/23
23.48
06/03/23
92.87
22.22
68.34
189
73.36
0.12
1
06/04/23
06/05/23
22.36
06/06/23
91.00
22.51
68.46
197
74.21
0.03
1
06/07/23
89.53
22.76
66.94
190
78.96
0.10
1
06/08/23
90.12
22.68
66.40
189
85.17
0.12
1
06/09/23
88.07
22.69
64.72
189
88.66
0.12
1
06/10/23
*
22.75
06/11/23
85.62
22.76
63.16
187
85.92
0.17
1
06/12/23
88.76
22.60
65.35
188
76.53
0.14
1
06/13/23
90.04
22.21
64.36
189
85.99
0.12
1
06/14/23
90.04
22.30
66.28
190
63.52
0.10
1
06/15/23
*
22.22
06/16/23
87.78
22.13
63.56
192
93.35
0.07
1
06/17/23
89.46
22.09
66.54
192
67.58
0.07
1
06/18/23
87.77
21.78
64.18
194
83.73
0.05
1
06/19/23
88.50
21.69
63.76
190
72.94
0.10
1
06/20/23
06/21/23
81.07
21.05
57.81
193
89.69
0.06
1
06/22/23
89.09
21.58
66.08
191
61.10
0.08
1
06/23/23
88.10
21.44
66.16
190
86.83
0.10
1
06/24/23
89.25
22.87
67.87
191
86.25
0.08
1
06/25/23
06/26/23
91.08
21.80
67.59
188
83.45
0.14
1
06/27/23
87.71
21.42
66.50
189
68.30
0.12
1
06/28/23
88.97
21.36
63.74
190
89.99
0.10
1
06/29/23
86.36
22.07
60.21
185
94.76
0.24
1
06/30/23
88.10
21.39
64.16
194
96.04
0.05
1
AVERAGE
88.50
22.26
65.07
190
81.13
MAXIMUM
92.87
24.74
68.46
197
96.04
MINIMUM
81.07
21.05
57.81
185
61.10
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
z= =
____
_-_-
___-
___-
Monthly Monthly
Min =
Max 149
*Unable to collect pellet samples
due to maintenance.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
07/01/23 to 07/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
°/,TS
°/ TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 75`y„
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
V1013
V1014
07/01/23
85.68
21.17
60.51
189
96.97
0.12
1
07/02/23
87.31
21.06
65.02
192
68.28
0.07
1
07/03/23
84.22
21.17
63.66
196
59.13
0.03
1
07/04/23
07/05/23
90.06
21.29
64.20
187
114.01
0.17
1
07/06/23
88.34
21.43
63.70
188
78.06
0.14
1
07/07/23
89.54
21.28
67.89
191
68.49
0.08
1
07/08/23
81.20
21.14
65.83
188
58.28
0.14
1
07/09/23
89.61
21.50
65.69
188
76.70
0.14
1
07/10/23
90.44
21.73
66.76
191
58.70
0.08
1
07/11/23
21.65
07/12/23
93.63
21.57
66.01
188
80.23
0.14
1
07/13/23
90.42
21.60
67.06
189
79.32
0.12
1
07/14/23
90.86
24.14
65.89
186
96.65
0.20
1
07/15/23
07/16/23
90.14
21.90
66.94
190
80.72
0.10
1
07/17/23
88.01
21.58
65.06
184
74.23
0.29
1
07/18/23
87.96
21.73
66.91
189
61.58
0.12
1
07/19/23
86.90
22.20
64.14
189
68.19
0.12
1
07/20/23
07/21/23
07/22/23
85.85
21.61
62.40
186
64.50
0.20
1
07/23/23
07/24/23
88.33
21.74
65.28
188
70.98
0.14
1
07/25/23
90.06
22.00
64.80
186
70.49
0.20
1
07/26/23
91.17
22.15
66.57
190
75.09
0.10
1
07/27/23
88.78
21.66
61.89
190
71.27
0.10
1
07/28/23
07/29/23
90.12
21.76
64.20
191
72.95
0.08
1
07/30/23
90.12
22.45
63.04
191
73.23
0.08
1
07/31/23
85.91
22.68
60.87
188
80.72
0.14
1
AVERAGE
88.53
21.77
64.76
189
74.95
MAXIMUM
93.63
24.14
67.89
196
114.01
MINIMUM
81.20
21.06
60.51
184
58.28
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
1 1 = 1
___-
___-
____
___-
Monthly Monthly
Min =
Max 270
*Unable to collect pellet samples
due to maintenance.
Page 1 of 1

11104 11
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
07/01/23 to 07/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
%TS
`%,TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 75%
Alt 1B Tim
0 NNo
V877
V732
V968
V970
V1010
V1013
V1014
07/O1/23
85.68
21.17
60.51
189
96.97
0.12
1
07/02/23
87.31
21.06
65.02
192
68.28
0.07
1
07/03/23
84.22
21.17
63.66
196
59.13
0.03
1
07/04/23
07/05/23
90.06
21.29
64.20
187
114.01
0.17
1
07/06/23
88.34
21.43
63.70
188
78.06
0.14
1
07/07/23
89.54
21.28
67.89
191
68.49
0.08
1
07/08/23
81.20
21.14
65.83
188
58.28
0.14
1
07/09/23
89.61
21.50
65.69
188
76.70
0.14
1
07/10/23
90.44
21.73
66.76
191
58.70
0.08
1
07/11/23
*
21.65
07/12/23
93.63
21.57
66.01
188
80.23
0.14
1
07/13/23
90.42
21.60
67.06
189
79.32
0.12
1
07/14/23
90.86
24.14
65.89
186
96.65
0.20
1
07/15/23
07/16/23
90.14
21.90
66.94
190
80.72
0.10
1
07/17/23
88.01
21.58
65.06
184
74.23
0.29
1
07/18/23
87.96
21.73
66.91
189
61.58
0.12
1
07/19/23
86.90
22.20
64.14
189
68.19
0.12
1
07/20/23
07/21/23
07/22/23
85.85
21.61
62.40
186
64.50
0.20
1
07/23/23
07/24/23
88.33
21.74
65.28
188
70.98
0.14
1
07/25/23
90.06
22.00
64.80
186
70.49
0.20
1
07/26/23
91.17
22.15
66.57
190
75.09
0.10
1
07/27/23
88.78
21.66
61.89
190
71.27
0.10
1
07/28/23
07/29/23
90.12
21.76
64.20
191
72.95
0.08
1
07/30/23
90.12
22.45
63.04
191
73.23
0.08
1
07/31/23
85.91
22.68
60.871
188
80.72
1 0.14
1
AVERAGE
88.53
21.77
64.76
189
74.95
MAXIMUM
93.63
24.14
67.89
196
114.01
MINIMUM
81.20
21.06
60.51
184
58.28
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
== =
___-
____
___-
___-
Monthly Monthly
Min 27.0 Max 270
*Unable to collect pellet samples
due to maintenance.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
08/01/23 to 08/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
%TS
%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 751)/0
Alt 1B Time
0 = No
V877
V732
V968
V970
V1010
I V1013
V1014
08/01/23
90.92
23.34
62.96
189
70.55
0.12
1
O8/02/23
08/03/23
91.75
22.72
65.83
192
83.54
0.07
1
08/04/23
87.87
22.91
61.80
190
83.30
0.10
1
08/05/23
89.83
22.73
63.72
190
76.02
0.10
1
08/06/23
88.34
23.23
63.19
183
84.36
0.34
1
08/07/23
87.66
23.17
62.86
191
72.21
0.08
1
O8/08/23
89.34
22.51
61.82
192
91.01
0.07
1
O8/09/23
84.27
21.97
62.56
190
78.26
0.10
1
O8/10/23
89.45
22.40
65.46
190
84.93
0.10
1
O8/11/23
86.47
22.48
60.75
188
97.59
0.14
1
O8/12/23
84.74
22.56
61.02
190
73.52
0.10
1
08/13/23
85.11
22.04
61.93
184
61.46
0.29
1
O8/14/23
92.68
22.98
66.86
194
114.70
0.05
1
08/15/23
87.61
21.42
63.40
189
69.74
0.12
1
08/16/23
O8/17/23
88.12
21.34
63.40
190
92.36
0.10
1
08/18/23
87.22
23.08
62.22
190
75.45
0.10
1
08/19/23
O8/20/23
*
23.94
08/21/23
*
23.30
O8/22,/23
*
22.07
O8/23/23
22.48
08/24/23
*
22.78
08/25/23
24.65
08/26/23
*
27.73
08/27/23
*
24.26
O8/28/23
*
26.17
O8/29/23
O8/30/23
*
26.09
08/31/23
*
25.18
AVERAGE
88.21
1 23.32_1
63.11
1 190
1 81.81
MAXIMUM
92.68
27.73
66.86
194
114.70
MINIMUM
84.27
21.34
60.75
183
61.46
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
1: 1 = 1: 1
___-
___-
___-
___-
Monthly Monthly
Min =
Max 190
*Unable to collect pellet samples
due to maintenance. Dust fan
for dust collection system down.
Waiting on replacement parts.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
09/01/23 to 09/30/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
°/oTS
%TS
°/OTS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Minuues
MinutesL=No
Be > 75"/o
Alt 1B TimV877
V732
V968
V970
V1010
V1013
09/01/23
*
24.62
09/02/23
*
23.77
09/03/23
*
25.15
09/04/23
*
23.82
09/05/23
*
23.95
09/06/23
*
24.13
09/07/23
*
23.89
09/08/23
23.97
09/09/23
*
25.36
09/10/23
*
23.50
09/11/23
*
23.60
09/12/23
*
23.54
09/13/23
*
23.64
09/14/23
*
23.64
09/15/23
*
23.75
09/16/23
*
23.10
09/17/23
*
23.00
09/18/23
22.97
09/19/23
*
23.08
09/20/23
*
23.32
09/21/23
*
23.57
09/22/23
*
23.54
09/23/23
*
23.38
09/24/23
23.26
09/25/23
*
23.51
09/26/23
*
23.23
09/27/23
*
22.05
09/28/23
76.20
20.87
48.16
180
95.31
0.58
1
09/29/23
90.02
21.53
65.27
187
68.62
0.17
1
09/30/23
88.41
21.38
62.89
188
78.13
0.14
1
AVERAGE
84.88
23.40
58.77
185
80.69
MAXIMUM
90.02
25.36
65.27
188
95.31
MINIMUM
76.20
20.87
48.16
180
68.62
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
Monthly Monthly
Min = Max
*The dryer was out of counnision
and wider niaintenance during
September.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
10/01/23 to 10/31/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
'/uTS
%,TS
0/ITS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Mintues
Minutes
1 = Yes
Be > 75%
Alt 1B Tim
0 = No
V877
V732
V968
V970
V1010
V1013
V1014
10/O1/23
89.39
21.36
66.19
190
669.60
0.10
1
10/02/23
88.44
21.57
61.36
187
80.29
0.17
1
10/03/23
21.36
10/04/23
*
21.36
10/05/23
90.64
21.16
67.38
190
87.43
0.10
1
10/06/23
90.09
20.95
63.84
193
89.07
0.06
1
10/07/23
86.12
20.70
60.56
188
86.98
0.14
1
10/08/23
86.41
20.52
62.19
189
71.53
0.12
1
10/09/23
90.13
26.87
64.18 1
189
104.02
0.12
1
10/10/23
89.44
20.76
63.54
193
40.67
0.06
1
10/11/23
90.46
21.35
63.55
194
120.48
0.05
1
10/12/23
87.37
20.44
60.99
191
125.96
0.08
1
10/13/23
86.30
21.37
61.05
191
95.20
0.08
1
10/14/23
87.10
21.32
62.171
193
84.75
0.06
1
10/15/23
10/16/23
89.85
21.06
61.72
191
86.50
0.08
1
10/17/23
89.81
20.80
64.21
190
45.68
0.10
1
10/18/23
87.21
21.20
63.40
184
90.15
0.29
1
10/19/23
88.58
20.76
63.32
195
97.03
0.04
1
10/20/23
86.49
21.39
64.32
192
97.02
0.07
1
10/21/23
85.85
21.16
60.29
187
102.75
0.17
1
10/22/23
89.93
21.20
59.88
192
97.66
0.07
1
10/23/23
78.34
21.64
62.27
188
60.44
0.14
1
10/24/23
88.13
21.34
64.84
188
92.90
0.14
1
10/25/23
91.27
21.28
70.71
194
38.12
0.05
1
10/26/23
10/27/23
*
23.16
10/28/23
*
23.80
10/29/23
23.51
10/30/23
*
23.35
10/31/23
*
23.54
AVERAGE
88.06
21.73
63.27
190
112.01
MAXIMUM
91.27
26.87
70.71
195
669.60
MINIMUM
78.34
20.44
59.88
184
38.12
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
10/09/2
<2.2
10/09/2
<2.2
Monthly Monthly
Min =
Max <2.2
Dust fan for dust collection
system down. Waiting on
replacement parts. Polymer lube
pump failed. Cake in short term
transported to dryer. Starter and
fan on fan had to be replaced.
Page 1 of 1

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
11/01/23 to 11/30/23
Pellet
Cake
Mix
Preseperator
Drum SRT
Drum SRT
Time
%TS
°/,TS
"%TS
Temp MIN
Achieved
Required
Temp Met
Daily Must
Deg F
Minuues
Minutes
1 = Yes
Be > 75%
Alt 1B Tim
0 = No
V877
V732
V968
V970
V1010
V1013
V1014
11/O1/23
*
22.94
11/02/23
*
22.81
11/03/23
92.41
21.78
72.17
191
142.00
0.08
1
11/04/23
88.91
20.71
67.56
190
103.17
0.10
1
11/05/23
92.11
19.33
81.97
194
86.11
0.05
1
11/06/23
86.40
21.02
62.49
188
91.91
0.14
1
11/07/23
88.34
22.52
67.44
191
100.43
0.08
1
11/08/23
88.19
21.88
63.25
191
121.23
0.08
1
11/09/23
91.78
23.14
66.92
195
112.13
0.04
1
11/10/23
*
23.37
11/11/23
*
23.14
11/12/23
*
24.24
11/13/23
*
25.03
11/14/23
*
24.44
11/15/23
*
24.44
11/16/23
*
23.85
11/17/23
*
24.31
11/18/23
*
23.34
11/19/23
*
24.44
11/20/23
23.47
11/21/23
*
23.31
11/22/23
*
23.45
11/23/23
*
23.59
11/24/23
*
23.45
11/25/23
*
23.13
11/26/23
*
22.47
11/27/23
*
22.14
11/28/23
*
23.54
11/29/23
*
22.94
11/30/23
*
22.79
AVERAGE
89.73
23.03
68.83
191
108.14
MAXIMUM
92.41
25.03
81.97
195
142.00
MINIMUM
86.40
19.33
62.49
188
86.11
Fecal Analysis
Min
Max
Must Be
<1000
DATE
V1053
DATE
V876
Monthly Monthly
Min = Max
*Note: On 11/9/23 the dryer
experience failures and will be
down indefinately.
Page 1 of 1

17:y"
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston Salem/Forsyth County Utilities Commission
Permit No: WQ0029804
12/01/23 to 12/31/23
Pellet
%TS
Cake
%TS
Mix
%TS
Preseperator
Temp MIN
Drum SRT
Achieved
Drum SRT
Required
Time
Temp Met
Fecal Analysis
Min
Max
Daily Must
Deg F
Minuues
Minutes
1= Yes
Must Be
Be > 75%
Alt 111 Time
0 = No
<1000
V877
I V732
I V968
V970
V1010
I V1013
I V1014
DATE
V1053
DATE
V876
Monthly Monthly
Min = Max
"Note: On 11/9/23 the dryer experience
failures and will be down indefinately.

Winston-Salem/ Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 7. Winston-Salem/Forsyth County Utility Commission Class A EQ "Soil
Solution" Information Handouts

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
WINSTON-SALEM SOIL SOLUTION
A high quality biosolids product for use as a soil amendment for agriculture (by Individual)
Produced by the
Winston-Salem/Forsyth County Utility Commission's
Thermal Biosolids Dryer Management Facility
2799 Griffith Road, Winston-Salem, North Carolina 27103
Permit Number: WQ0029804
Winston-Salem Soil Solution is a pelletized biosolids product resulting from the heat treatment of residuals from
municipal wastewater. This product meets the standards for a Class A, Exceptional Quality biosolids product according
to the EPA's 40CFR Part 503 regulations. The recipient is responsible for applying the product at a rate that does not
exceed the agronomic requirement for that crop or vegetation.
Applications of this product shall be made only in accordance with the following prohibitions when applying this
residuals product to soil as an amendment:
1. A minimum buffer of 100 feet shall be kept from any private or public water supply, including
wells (with exception to monitoring wells).
2. A minimum buffer of 25 feet shall be kept from any surface waters (streams — intermittent
and perennial, perennial waterbodies and wetlands).
3. There is no buffer required for surface water diversions (ephemeral streams, waterways,
ditches), for groundwater lowering ditches (where the bottom of the ditch intersects with
the Seasonal High Water Table), or for bedrock outcrops.
4. This residuals product shall not be applied to any site that is flooded, frozen or snow-covered.
5. The application or storage of this residuals product shall be conducted by procedures adequate
to prevent surface runoff from carrying any disposed or stored product into any surface waters.
The Utility Commission will accept no liability for misuse of the Winston-Salem Soil Solution product. For further
information on the use of this product, contact Mr. Keith Jones at 336-345-7277 or the above address.
Although no guarantee is made as to the plant nutrient content of this product,
analysis has shown the following approximate N-P-K concentration ranges:
Total Nitrogen
0.9 —
2.2
Phosphorus
1.8 —
2.2
Potassium
0.13
- 0.2
PAN
0.28
— 0.6
Receiver's Name (Please PRINT)
Signature
Tare weight:
Gross weight:
Net weight:
Date
Revised 1/6/2024
YOUR UNK TO cm sERvices City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-80003 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem/ Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 8. Winston-Salem/ Forsyth County Utility Commission Thermal Biosolids Dryer
Management Facility NCDENR Permit

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
February 17, 2020
COURTNEY DRIVER —UTILITIES DIRECTOR
CITY OF WINSTON-SALEM
POST OFFICE BOX 2511
WINSTON-SALEM, NORTH CAROLINA 27102
Subject: Permit No. WQ0029804
City of Winston-Salem DCAR
Distribution of Class A
Residuals
Forsyth County
Dear Ms. Driver:
In accordance with your permit renewal request received October 4, 2019, and subsequent
additional information received December 17, 2019, we are forwarding herewith Permit No. WQ0029804
dated February 17, 2020, to the City of Winston-Salem for the continued operation of the subject residuals
management program. Please note that this renewed permit shall become effective on May 1, 2020 (i.e.,
the day after the expiration date of the existing permit).
This permit shall be effective from May 1, 2020 through June 30, 2026, shall void Permit No.
WQ0029804 issued March 11, 2015, and shall be subject to the conditions and limitations as specified
therein. The Permittee shall submit a renewal application no later than January 1, 2026.
Please pay particular attention to the monitoring requirements listed in Attachment A 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 that on September 1, 2018, North Carolina Administrative Code Title 15A Subchapter
02T — Waste not Discharged to Surface Waters was readopted. Accordingly, this permit incorporates the
requirements of these rules, therefore, please take the time to review this permit thoroughly.
The Division has removed the following permit conditions since the last permit issuance dated
March 11, 2015:
➢ Old Condition II.10. — This condition has been removed.
➢ Old Condition 11.11. — This condition has been removed.
➢ Old Condition III.7. — This condition has been removed because it is covered under the new
condition 1H.8.
➢ Old Condition III.8.h. — Soil pH requirements for land application have been removed.
➢ Old Conditions 111.9. and I1I.10. — These conditions have been removed because Utilization
Agreements are no longer required.
North Carolina Department of Environmental Quality i Division of Water Resources
512 North Salisbury Street 1 1617 Mail service Center 1 Raleigh. North Carolina 27699-1617
w�n+ca�wun �'
.�onft 919.707,9000

Ms. Courtney Driver
February 17, 2020
Page 2 of 2
➢ Old Condition IV.6.f. — This condition has been removed.
➢ Old Condition VI.2. — This condition has been removed because the permit is not voidable.
The following permit conditions are new since the last permit issuance dated March 11, 2015:
➢ Condition III.6. — Class A residuals may be staged at the land application site for up to 30 days
for biological residuals and 60 days for non -biological residuals.
➢ Condition III.8.1. — Residual land application may not occur if the land application sites are
located within a WS-1 watershed pursuant to 15A NCAC 02B .0212 or within the Critical Area
of a W S-II, W S-III, or W S-I V watershed.
➢ Condition 111.9. — The Permittee shall notify all third -party entities receiving bulk Class A
residuals that land application activities occurring on the third -parry's property shall meet the
requirements in 15A NCAC 02T .1108(b) and 02T .1109(a)(1).
➢ Condition VI.8. — This permit shall not be renewed if the Permittee or any affiliation has not
paid the required annual fee.
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. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Erick Saunders at (919)
707-3659 or erickson.saunders'd ncdenr.gov.
Sincerely, Q
Daniel Smith, Director
Division of Water Resources
cc: Forsyth County Health Department (Electronic Copy)
Winston-Salem Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
DISTRIBUTION OF CLASS A 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
City of Winston-Salem
Forsyth County
FOR THE
continued operation of a residuals management program for the City of Winston-Salem and consisting of
the distribution of Class A residuals generated by the approved facilities listed in Attachment A, with no
discharge of wastes to surface waters, pursuant to the application received October 4, 2019, subsequent
additional information received December 17, 2019, 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 disposal of residuals is regulated under Title 40 Code of Federal Regulations Part 503. This
permit does not exempt the Permittee from complying with Federal Regulation 40 CFR Part 503.
This permit shall be effective from May 1, 2020 through June 30, 2026, shall void Permit No. WQ0029804
issued March 11, 2015, and shall be subject to the following conditions and limitations:
I. SCHEDULES
1. The Permittee shall request renewal of this permit on Division -approved forms no later than January 1,
2026. [15A NCAC 02T .0105(b), 02T .01091
H. PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject residuals management program so there is no
discharge to surface waters, nor any contravention of groundwater or surface water standards. In the
event the residuals management program fails to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, the Permittee shall immediately cease
distributing residuals, take immediate corrective actions, and contact the Winston-Salem Regional
Office supervisor. [15A NCAC 02T .0108(b)(1)(A)1
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this residuals management program. [15A NCAC 02T
.0108(b)(1)(A)1
3. Only residuals generated by the facilities listed in Attachment A are approved for distribution in
accordance with this permit. [ 15A NCAC 02T .1101]
WQ0029804 Version 3.0 Shell Version 200201 Page 1 of 10

4. Pollutant concentrations in distributed residuals shall not exceed the following Ceiling Concentrations
or Monthly Average Concentrations, on a dry weight basis:
Parameter
Ceiling Concentration
Monthly Average
Concentration
(mg/kg)
(m9/k9)
Arsenic
75
41
Cadmium
85
39
Copper
4,300
1,500
Lead
840
300
Mercury
57
17
Molybdenum
75
N/A
Nickel
420
420
Selenium
100
100
Zinc
7,500
2,800
[15A NCAC 02T .1105(a), 02T .1105(c)]
5. Class A biological residuals shall meet the pathogen reduction requirements in 15A NCAC 02T
.1106(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1106(a), 02T. 1106(d)]
6. Class A biological residuals shall meet one of the vector attraction reduction alternatives in 15A NCAC
02T .1107(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1107(a), 02T .1107(c)]
7. The facilities and sites herein were permitted per the following setbacks:
a. Setbacks for Class A land application sites are as follows (all distances in feet):
Liquid Cake
Residuals Residuals'
i. Each private or public water supply source: 100 100
ii. Surface waters such as intermittent and perennial streams, perennial 100 25
waterbodies, and wetlands:
iii. Surface water diversions such as ephemeral streams, waterways, and 25 0
ditches:
iv. Groundwater lowering ditches where the bottom of the ditch 25 0
intersects the SHWT:
v. Each well with exception of monitoring wells: 100 100
vi. Bedrock outcrops: 25 0
' Unless otherwise noted in Attachment A, "cake" residuals are those that have greater than 15%
solids by weight and can be stacked without flowing, as well as can be handled, transported
and spread as a solid (e.g., using a backhoe, front end loader, slinger spreader, broadcast
spreader or other equipment designed for handling solid materials) without leaving any
significant liquid fraction behind.
[ I5A NCAC 02T. I 108(b)]
WQ0029804 Version 3.0 Shell Version 200201 Page 2 of 10

8. 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 (htip://nutrients.soil.ncsu.eduh fields/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
h(hn •//www ncavr srov/SWC/tech/documents/9th Guidance Doc 100109.00.
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (MRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards (ftp://ftp-fc sc egov usda goy/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.
[I 5A NCAC 02T . 1109(a)(1)(K)]
9. Prior to distributing Class A residuals that have 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. The Permittee
shall notify third -party entities of the effects of a high SAR content residuals on their receiving sites.
[15A NCAC 02T .0108(b)(1)(A)]
WQ0029804 Version 3.0 Shell Version 200201 Page 3 of 10

III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the residuals management program as a non -discharge system.
[15A NCAC 02T .1100]
2. The Permittee shall maintain a Division -approved Operation and Maintenance Plan that shall include:
a. Description of the program, and associated facilities and equipment, in sufficient detail to show
what operations are necessary for the program to function and by whom the functions are to be
conducted;
b. Description of anticipated maintenance of facilities and equipment associated with the program;
c. Include provisions for safety measures, including restriction of access to sites and equipment;
d. Spill control provisions:
i. Response to upsets and bypasses including control, containment, and remediation; and
ii. Contact information for plant personnel, emergency responders, and regulatory agencies;
e. Detailed inspection procedures:
i. Names or titles of personnel responsible for conducting inspections;
ii. Frequency and location of inspections, and procedures to assure that the selected locations and
inspection frequency are representative of the residuals management program; and
iii. Description of record keeping and actions to be taken by the inspector in the event that
noncompliance is observed;
f. Detailed sampling and monitoring procedures:
L Names or titles of personnel responsible for conducting sampling and monitoring;
ii. Description of monitoring procedures including parameters to be monitored; and
iii. Sampling frequency and procedures to assure that representative samples are 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.
[15A NCAC 02T . I I I0(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the residuals management program, the Permittee shall designate and employ a
certified operator in responsible charge (ORC), and one or more certified operators as back-up ORCs.
The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G 0204 and shall
comply with all other requirement in 15A NCAC 08G 0204. [15A NCAC 02T .0117, 08G .02041
4. The Permittee shall ensure that a copy of this permit and the Division -approved Operation and
Maintenance Plan is available when land applying bulk Class A residuals. [15A NCAC 02T .1110(b)]
5. The Permittee shall ensure that spill control provisions are available when transporting or land applying
bulk Class A residuals. [15A NCAC 02T .1110(a)(4)]
6. Class A residuals may be staged at the land application site for up to 30 days for biological residuals
and 60 days for non -biological residuals. Class A residuals shall be stored or staged in a manner to
prevent runoff of leachate and other wastewaters generated. [15A NCAC 02T .1110(c), 02T .1110(d)]
7. Adequate measures shall be taken to prevent wind erosion and runoff from the bulk Class A residual
land application sites. [ 15A NCAC 02T .0108(b)(1)(A)]
WQ0029804 Version 3.0 Shell Version 200201 Page 4 of 10

8. Bulk Class A 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 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 residuals are injected or incorporated within a 24-
hour period following a residuals land application event;
f. During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater
in a 24-hour period;
g. If the slope of the land is greater than 10% when liquid residuals are surface applied, or if the slope
of the land is greater than 18% when liquid residuals are injected or incorporated;
h. If the land does not have an established vegetative cover crop unless the land is a Division -approved
no -till site, or the residuals are injected, or incorporated within a 24-hour period following the
application of residuals;
i. If the vertical separation of the seasonal high water table and the depth of residuals application is
less than one foot;
j. If the vertical separation of the depth to bedrock and the depth of residuals application is less than
one foot;
k. If the application exceeds agronomic rates; or
1. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02B .0212
or within the Critical Area of a WS-II pursuant to Sub -Item (4)(g) of Rule 15A NCAC 02B .0212,
or within the Critical Area of a WS-III or WS-IV watershed pursuant to Sub -Item (4)(h) of Rules
15A NCAC 02B .0215, and .0216.
[ 15A NCAC 02T. 1109(a)(1), 02T. 1109(b)]
9. The Permittee shall notify all third -party entities receiving bulk Class A residuals that land application
activities occurring on the third-party's property shall meet the requirements in 15A NCAC 02T
.1108(b) and 02T .1109(a)(1) (i.e., Conditions I1.7.a. and III.8., respectively). [15A NCAC 02T
.1103(a)(4), 02T .I103(a)(5)]
10. Bagged or other container Class A residuals shall have an affixed label or an information sheet provided
to the person receiving the Class A residuals. The label or information sheet shall contain the following:
a. The name and address of the person who prepared the residuals;
b. A statement that residual land application is prohibited except in accordance with the instructions
on the label or information sheet;
c. A statement that the residuals shall be applied at agronomic rates and recommended rates for its
intended use.
[15A NCAC 02T .1109(c)]
11. The Permittee shall not distribute bulk Class A residuals to any person or entity known to be applying
residuals contrary to the conditions of this permit. The Permittee shall report to the Winston-Salem
Regional Office any person or entity known to be applying residuals contrary to the conditions of this
permit. [15A NCAC 02T .0 1 08(b)(1)(A)]
WQ0029804 Version 3.0 Shell Version 200201 Page 5 of 10

IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
program's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. The residuals from each source generating facility shall be analyzed to demonstrate they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). Residuals that test or are
classified as a hazardous or toxic waste under 40 CFR Part 261 shall not be land applied. The analyses
(i.e., corrosivity, ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)) shall be
performed at the frequency specified in Attachment A, and the Permittee shall maintain these results
for five years. Any exemptions from the requirements in this condition shall be specified in Attachment
A. The TCLP analysis shall include the following parameters, and the Federal regulatory level (mg/L)
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)
1,1-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)
Heptachlor (and its epoxide)
0.008)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Hexachlorobenzene (0.13)
Toxaphene (0.5)
Chloroform (6.0)
Hexachlorobutadiene (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.
[ 15A NCAC 13A .0102(b), 02T .1101, 02T .1105]
WQ0029804 Version 3.0 Shell Version 200201 Page 6 of 10

3. The residuals from each source generating facility shall be analyzed at the frequency specified in
Attachment A, and the Perm ittee shall maintain the results for a minimum of five years. Each 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)
[15ANCAC 02T .1101]
4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A. The monitoring results shall specify the
stabilization process utilized, and demonstrate compliance with the Class A pathogen reduction
requirements in 15A NCAC 02T .1106(a), and one vector attraction reduction requirement in 15A
NCAC 02T .1107(a) shall be met. Any exemptions from the requirements in this condition shall be
specified in Attachment A. [15A NCAC 02T .1106(a), 02T .1107(a), 02T .1111(c)]
5. Representative samples of residuals that are prepared for distribution shall be collected and analyzed.
[15A NCAC 02T. I I I I(a)]
6. The Permittee shall maintain records for all bulk Class A residual distribution events. These records
shall include the following:
a. Residuals source (as listed in Attachment A);
b. Date of distribution;
c. Name and address of residuals recipient;
d. Volume of residuals distributed to each recipient; and
e. Intended use of residuals.
[ 15A NCAC 02T .0108(c)]
One hard copy and one electronic copy of an annual report shall be submitted on or before March 1'.
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
httn://deu.nc. ¢ov/about/divisions/water-resources/water-resources-permits/wastewater-branch/non-
discharee-permittinb-unit/reporting-forms, or can be obtained by contacting the Non -Discharge Branch
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. I 111(d)]
WQ0029804 Version 3.0 Shell Version 200201 Page 7 of 10

8. Noncompliance Notification
The Permittee shall report to the Winston-Salem Regional Office, telephone number [phone],
within 24 hours of first knowledge of the:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate residual treatment.
b. Any failure resulting in a discharge to surface waters.
c. Any time self -monitoring indicates the program has gone out of compliance with its permit
limitations.
d. Distribution of residuals abnormal in quantity or characteristic.
e. Any discharge from a vehicle or piping system transporting residuals.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Winston-Salem Regional Office within
five days of first knowledge of the occurrence, and this report shall outline the actions proposed or
taken to ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the Permittee's
storage and distribution facilities. [ 15A NCAC 02T . I I I0(f)]
2. The Permittee shall inspect the Permittee's residuals processing and storage facilities to prevent
malfunctions, facility deterioration, and operator errors that may result in discharges of wastes to the
environment, threats to human health, or public nuisances. The Permittee shall maintain an inspection
log that includes the date and time of inspection, observations made, and 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 .0 1 08(b)(1)(A), 02T .I I I0(f)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the distribution sites or facilities permitted herein at any
reasonable time for determining compliance with this permit. Division authorized representatives may
inspect or copy records 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)]
WQ0029804 Version 3.0 Shell Version 200201 Page 8 of 10

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted residuals program change ownership, or the Permittee changes their name, the
Permittee shall submit a permit modification request on Division -approved forms. The Permittee shall
comply with all terms and conditions of this permit until the permit is transferred to the successor -
owner. [G.S. 143-215.1(d3)]
6. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[ 15A NCAC 02T .0110]
WQ0029804 Version 3.0 Shell Version 200201 Page 9 of 10

7. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.613, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.613, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Pennittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Pennittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
8. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 17`h day of February 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-Daniel Smith, Director
u Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0029804
WQ0029804 Version 3.0 Shell Version 200201 Page 10 of 10

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Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 9. Class B Pathogen and Vector Attraction Reduction Explanation; Class B
Pathogen and Vector Attraction Reduction Certification Statements (Archie
Elledge WWTP; Muddy Creek 4VWTP)

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Monitoring Report
Pathogen and Vector Attraction Reduction Explanation
Both the Archie Elledge Wastewater Treatment Plant and the Muddy Creek Wastewater Treatment
Plant use Activated Sludge followed by Anaerobic Digestion for biological treatment.
Stabilized Digested Sludges from both Archie Elledge and Muddy Creek WWTPs are combined in
Blending Tanks prior to being dewatered, in preparation for drying and pelletizing into a Class A EQ
product. Although the City's Class B Land Application Permit was rescinded in May of 2015,
Pathogen and Vector Attraction Reduction information for both WWTPs' Class B biosolids is being
provided. This is to show the continuity in treatment at both WWTPs and to show that all compliance
requirements have been met for the operation of our Thermal Biosolids Dryer Management Facility.
Please find attached signed certification statements for the Archie Elledge WWTP, followed by signed
certification statements for the Muddy Creek WWTP. These sets of certification statements are
followed by Section 10 which includes:
- Summaries for Pathogen Reduction and Vector Attraction Reduction for the Archie Elledge
WWTP, including formulas and examples, followed by Elledge monthly operational data.
- Summaries for Pathogen Reduction and Vector Attraction Reduction for the Muddy Creek
WWTP, including formulas and examples, followed by Muddy monthly operational data.
Also, please note in the Operational Reports for either WWTP: a blank space is generated when there
is no flow, and therefore no analytical data.
YOUR LINK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
MEMIJ
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; lames Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-80o0] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
January 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
�N U, I'L( - 41
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO CRY SERVICES City Council: Mayor Allen Join-; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
CITYLINK City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [336-727-80001 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
Utilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
February 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO Cm SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
CITYLINK City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL: 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tiflities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
March 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Mlle- (L 2 -, &-k -11
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO CrTY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
lir
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wskutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
April 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
%&dk ;'L '' -Ilk -7,1
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 C 336-727-8000 ] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK (5465) Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
May 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
! lAok CJ.- 2, - I`ll -LI
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK To CRY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-80001 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti 1 *toes
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
June 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
UMete es
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
July 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
lmxl�_ � -N-;(LA
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C.MaLarson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City nager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson 0. Brown, Jr.; Stephen Doughton; Harold
citylink@cityorw&org Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
August 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 (336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-11-INK 15465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
citylink@cityofw"rg Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-6S9-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
September 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
14AA C';� a-(L(-7,g
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CRY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
dr
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tanya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK 15465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson D. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
Utl i ies
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
October 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer Date
Mark Solan
Utility Plant Supervisor, Biosolids
YOUR LINK TO Cm SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C.MaLarson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City nager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 3U[336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
November 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
%AA,k 'kl� � _ Ig -2, �
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C.MaLarson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City nager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 335-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465) Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
December 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
a_ltj-9,4
Date
YOUR LINK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; lames Taylor, Jr., Southeast Ward;
CITYLINK City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-80001 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK (5465) Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Utelete es
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
January 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO Cm SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C.MaLarson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City nager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: ESSAM-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
February 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
'h x,k �- � -I4 - � I
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO Cm SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Mac]mosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL: 311 [ 336-727-80001 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti 1 ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wskutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
March 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CRY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
03 John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [336-727-8000) Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465) Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
April 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
/�6,,,% �wi,�- 2 • ILA - ,� `I
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
CITYLINK City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
May 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CRY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishal
CALL- 311 (336-727-60001 Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK (54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tiflities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
June 2n23
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
IM
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
; -A - 2_ 1
Date
YOUR UNK TO CFTY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
IWM John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 C336-727-8000) Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK 15465) Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
Uti I ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
July 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
;4-1'l-VA
Date
YOUR LINK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
ffqMJohn C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; Ifl City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
August 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
;t -lq-Z`j
Date
YOUR LINK TO CtrY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
CRIM John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 335-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: as5-481-LINK [54651 Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
September 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR UNK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL: 311 [ 336-727-6000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

66nston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
October 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
/VL4 A-ky-2y
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO City SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
dr
John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 C 336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

6Winston-Salem / Forsyth County
I tilities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wsfcutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
November 2023
I certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
'YID A- C:2� 2 - I L, , 2 t.(
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
Date
YOUR LINK TO City SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL• 311 [336-727-8000] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK 15465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson 0. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem / Forsyth County
Uti 1 ities
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wskutilities.org
Winston-Salem / Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2023 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
December 2023
certify, under penalty of law, that the information that will be used to determine
compliance with the Class B pathogen requirements in Sec. 503.32(b) and the vector attraction
requirement in Sec. 503.33(b)(1) was prepared under my direction and supervision in
accordance with the system designed to ensure that qualified personnel properly gather and
evaluate this information. I am aware that there are significant penalties for false certification
including the possibility of fine and imprisonment.
Signature of Preparer
Mark Solan
Utility Plant Supervisor, Biosolids
R-ly -24
Date
YOUR UNK TO CITY SERVICES City Council: Mayor Allen Joines; Mayor Pro Tempore Denise D. Adams, North Ward; Barbara Hanes Burke, Northeast Ward; Robert C. Clark, West Ward;
John .CalaSouth Ward; Jeff Macintosh, Northwest Ward; Kevin Mundy, Southwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward;
City Manager W. Patrick Pate
County Commissioners: Chair Don Martin; Vice Chair Gloria D. Whisenhunt; Dan Besse; Richard V. Linville; Tonya D. McDaniel; David R. Plyler; Malishai
CALL- 311 [ 336-727-8000 ] Woodbury; County Manager Dudley Watts, Jr.
TEXT: 855-481-LINK [5465] Winston-Salem/Forsyth County Utility Commission: Chair L. Wesley Curtis, Jr.; Vice Chair Chris Parker; Simpson O. Brown, Jr.; Stephen Doughton; Harold
[e-mail] Eustache; Tom Griffin; Yvonne H. Hines; Hugh W. Jernigan; Duane Long; Calvin McRae; Charles Wilson

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023 Class A EQ Biosolids Monitoring Report
Section 10. Class B Pathogen and Vector Attraction Reduction Summaries & Operational
Data (Archie Elledge WWTP; Muddy Creek WWTP)

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Winston-Salem / Forsyth County Utility Commission Annual Monitoring Data
for Class B Biosolids — 2023
ARCHIE ELLEDGE WWTP
NPDES Permit # NC0037834
Pathogen and Vector Attraction Reduction Summaries
and Operational Data

Archie Elledge WWTP
NPDES Permit # NCO037834
2023 Compliance Summary
Pathogen Reduction PSRP Data for Class B Residuals
Anaerobic Digester System
Month *
Digester System
SRT (days)**
Monthly Average
Temp. *F
Monthly Average
January
54
98
February
39
98
March
38
98
April
34
98
May
43
99
June
41
99
July
51
99
August
53
98
September
56
98
October
54
98
November
47
98
December
46
99
* Bi-monthly monitoring is required but frequency is actually on a monthly basis.
** SRT = Solids Retention Time; based on % Total Solids
Page 11

ARCHIE ELLEDGE WWTP Pathogen Reduction NPDES Permit # NC0037834
Shown in the above summary on Page 1 are the Digester SRT (or MCRT) values. Although SRT is
calculated daily from %Total Solids, this summary uses the monthly average SRT because daily values can
fluctuate widely under normal plant operations.
Please see attached the January 2023 LAND APPLIED BIOSOLIDS REPORT, 'Page 4', for the Archie
Elledge WWTP from which the daily data for January 1 is taken for the example calculation below. Also
see 'Page 2' of each month's report for the Digester temperatures (numbered at the Archie Elledge Plant as
1, 2,3,4,5 and 8).
Any estimated or qualified data is marked as such in these reports. Also, any estimates are not included in
the monthly average shown on the previous Page 1.
FORMULA:
[Digester Volume x 8.34 x Digester Transfer %TS]
(Pounds of solids in Digesters)
[Digester Transfer %TS x 8.34 x Digester Transfer Flow]
(Pounds of solids being transferred out of Digesters,
to Blending Tanks)
= Dig SRT (Days)
Digester Solids Retention Time, Days
FROM ATTACHED DATA SHEETS for January 1, 2023:
[[Dig Vol (MG)l x 8.34 x [Dig Transfer %TS (%)11
[[Dig Transfer %TS (%)] x 8.34 x [Dig Transfer Flow (TGD)/1000]]
or
[7.6000 x 8.34 x 0.01791 = 1.1346 = 39 or
0.0179 x 8.34 x (193.3/1000)] 0.0289
as shown on the report, 39 days SRT at an average of 98°F.
Page 12

Archie Elledge WWTP
NPDES Permit # NCO037834
2023 Compliance Summary
Vector Attraction Reduction Data for Class B Residuals
Anaerobic Digester System
Calculated %VSR (38% Minimum)
90-Day M ving Average VAR Option 1
Month *
Digester System
January
57
February
57
March
57
April
57
May
57
June
57
July
57
August
57
September
57
October
57
November
57
December
57
* Bi-monthly monitoring is required but frequency is actually on a monthly basis.
Compliance determination is by calculation of %Volatile Solids Reduction (%VSR) across the
Anaerobic Digesters as the treatment system. The method used for calculating the above %VSRs is
from the EPA White House Manual, Control of Pathogens and Vector Attraction in Sewage Sludge,
Appendix C. Specifically, the method used is Approximate Mass Balance Method (AMBM), using a
daily value to calculate the 90-day moving average %VSR.
Page 13

Archie Elledge WWTP Vector Attraction Reduction NPDES Permit # NC0037834
Data submitted in the chart on Page 1 of this summary shows the calculated 90-day moving average
%Volatile Solids Reduction (%VSR) for the Archie Elledge Plant, using the Approximate Mass Balance
Method (AMBM). The minimum 38% VSR requirement over the Digester System was met for 2023.
%VSR is calculated on a daily basis using the volatile pounds of biosolids fed to the digesters and volatile
pounds of biosolids transferred out. As SOP, biosolids are only transferred directly to the Blending Tanks.
(The capability remains to send digested biosolids to Elledge lagoons, but this is only as a last resort. The
report column titled'Vol lb PDSY would be used for this transfer poundage.) These daily %VSR values are
then used to calculate the 90-day moving average of %VSR. This time frame takes into account the
sometimes extreme daily variations in feeds and transfers that occur during normal plant operations.
Any data qualified by the lab is marked as such on data sheets. Also, in instances when a daily sample was
not collected for %Volatile Solids analysis of Transfer sludges ('Dig Transfer %TS'), an estimated value was
used along with actual flows for that day in order to calculate treatment in the digesters. Any estimated
values are marked as such on attached data sheets. However, the monthly average values (shown on Page
1 of this summary, and on Page 4 of the Land Applied Biosolids reports) were calculated excluding any
estimated data in order to certify compliance.
The daily data for January 1, 2023 from the attached LAND APPLIED BIOSOLIDS report Page 4 & 5 are
used in the example equation below. This compliance value is indicated by the column heading'Dig
%VSR 90 day AMBM'. See monthly averages in the chart on Page 1 of this summary and attached daily
data.
FORMULA:
Volatile lbs Dig. Feed - [Vol lbs Dig. Transfer to Blending Tanks + Vol lbs Dig. Transfer to Lagoons]
X 100 = %VSR
Volatile lbs Digester Feed
FROM ATTACHED DATA SHEETS for January 1, 2023:
Vol lb Dig Feed - [Vol lb Dig Trans + Vol lb PDSIj
(Feed) (Transfer) X 100 = %VSR
Vol lb Dig Feed
(Feed)
49105 - 20796 = 0.576 X 100 = 58%VSR Daily; 90-dayMoving Avg. `%OVSR = 58.
49105
Page 1 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834 EXAMPLE
1/1/2023 to 1/31/2023
Date
Dig SRT
days
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig
VSR,
Daily
AMBM
%
1368
1/1/2023
39
7.6000
1.79
193.3
49,105
20,796
0
58
1/2/2023
38
7.6000
1.75
202.1
47,887
21,237
0
56
1/3/2023
39
7.6000
1.80
194.4
46,796
20,753
0
56
1/4/2023
59
7.6000
1.74
128.2
45,140
12,937
0
71
1/5/2023
29
7.6000
1.67
266.0
49,027
26,621
0
46
1/6/2023
28
7.6000
1.66
268.6
45,671
26,881
0
41
1/7/2023
35
7.6000
1.62
219.4
42,309
21,592
0
49
1/8/2023
37
7.6000
1.67
203.3
45,221
20,516
0
55
1/9/2023
38
7.6000
1.69
201.4
45,500
20,324
0
55
1/10/2023
35
7.6000
1.69
215.9
38,387
21,787
0
43
1/11/2023
42
7.6000
1.67
180.7
41,170
18,235
0
56
1/12/2023
36
7.6000
1.56
211.2
46,087
20,432
0
56
1/13/2023
25
7.6000
1.58
298.6
54,724
29,137
0
47
1/14/2023
31
7.6000
1.60
246.4
54,556
24,249
0
56
1/15/2023
31
7.6000
1.60
248.5
50,523
24,455
0
52
1/16/2023
31
7.6000
1.60
248.5
49,036
24,248
0
51
1/17/2023
34
7.6000
1.59
224.0
49,483
22,044
0
55
1/18/2023
26
7.6000
1.56
288.4
49,735
27,901
0
44
1/19/2023
23
7.6000
1.61
328.2
47,098
31,751
0
33
1/20/2023
28
7.6000
1.60
273.9
45,818
26,498
0
42
1/21/2023
19
7.6000
1.61
393.5
46,277
38,397
0
17
1/22/2023
25
7.6000
1.63
300.3
45,265
29,804
0
34
1/23/2023
111
7.6000
1.58
68.5
42,037
6,570
0
84
1 /24/2023
7.6000
0.0
42,191
0
0
100
1/25/2023
478
7.6000
1.82
15.9
45,418
1,724
0
96
1/26/2023
74
7.6000
1.64
103.0
47,208
10,136
0
79
1 /27/2023
47
7.6000
1.65
163.0
49,612
16,177
0
67
1/28/2023
38
7.6000
1.59
197.9
46,497
18,816
0
60
1/29/2023
35
7.6000
1.70
220.1
45,692
22,395
0
51
1/30/2023
60
7.6000
1.55
127.3
42,000
11,785
0
72
1 /31 /2023
40
7.6000
3.38
190.0
39,820
30,107
0
24
Total
1,610.42
235.60
51.20
6,420.50
1,435,290.00
648,305.00
0.00
1,703.78
Samples
30
31
30
31
31
31
31
31
Average
53.70
7.6000
1.71
207.1
46,300
20,913
0
55
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
1/1/2023 to 1/31/2023
EXAMPLE
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
1/1/2023
97
97
96
97
97
101
1/2/2023
98
97
98
98
98
100
1/3/2023
98
98
97
98
97
98
1/4/2023
98
98
97
98
98
97
1/5/2023
98
98
100
98
98
98
1/6/2023
99
97
100
97
98
99
1/7/2023
98
98
98
98
98
98
1/8/2023
98
98
97
98
98
98
1/9/2023
98
98
99
98
98
98
1/10/2023
99
98
99
98
98
98
1/11/2023
98
98
98
98
98
98
1/12/2023
98
97
97
98
98
97
1/13/2023
97
98
97
98
98
97
1/14/2023
98
99
98
97
97
97
05/2023
99
98
98
98
97
98
1/16/2023
98
97
98
98
97
98
1/17/2023
99
98
98
98
95
98
1/18/2023
99
99
99
98
97
98
1/19/2023
99
98
98
99
98
98
1/20/2023
98
97
97
97
98'
98
1/21/2023
98
98
98
97
98
97
1/22/2023
98
98
98
98
98
98
1/23/2023
98
98
99
98
98
99
1/24/2023
98
98
98
97
98
98
1/25/2023
97
99
98
97
98
98
1/26/2023
98
98
98
97
98
98
1/27/2023
98
98
98
98
98
98
1/28/2023
98
98
98
99
98
98
1/29/2023
99
99
98
98
98
98
1/30/2023
98
98
98
98
98
98
1/31/2023
99
99
99
98
98
98
Total
3,043.00
3,037.00
3,039.00
3,032
3,029
3,040
Samples
31
31
31
31
31
31
Average
98
98
98
98
98
98
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
1/1/2023 to 12/31/2023
Dig
°/,VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
n1mn
18
Thicke
ned
Sludge
ni
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
n/m r
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
1/1/2023
56
28,857
3.11
2.66
2.62
2.21
0.8553
0.8435
0.8492
1.79
1.29
0.7207
1/2/2023
56
29,496
3.07
2.63
2.98
2.50
0.8567
0.8389
0.8485
1.75
1.26
0.7200
1 /3/2023
56
29,183
2.94
2.56
2.91
2.43
0.8707
0.8351
0.8544
1.80
1.28
0.7111
1/4/2023
56
18,604
2.41
2.01
2.82
2.38
0.8340
0.8440
0.8392
1.74
1.21
0.6954
1/5/2023
56
37,048
3.43
2.85
2.96
2.48
0.8309
0.8378
0.8344
1.67
1.20
0.7186
1/6/2023
56
37,186
3.21
2.71
3.06
2.56
0.8442
0.8366
0.8399
1.66
1.20
0.7229
1/7/2023
57
29,643
2.94
2.54
3.10
2.60
0.8639
0.8387
0.8508
1.62
1.18
0.7284
1/8/2023
57
28,315
3.18
2.78
2.79
2.35
0.87421
0.8423
0.8580
1.67
1.21
0.7246
1/9/2023
57
28,387
3.26
2.84
3.18
2.66
0.8712
0.8365
0.8541
1.69
1.21
0.7160
1/10/2023
57
30,430
2.57
2.20
3.13
2.63
0.8560
0.8403
0.8479
1.69
1.21
0.7160
1/11/2023
57
25,168
2.85
2.52
2.73
2.31
0.8842
0.8462
0.8626
1.67
1.21
0.7246
1/12/2023
57
27,478
3.30
2.86
2.43
2.05
0.8667
0.8436
0.8525
1.56
1.16
0.7436
1/13/2023
57
39,347
3.87
3.20
2.44
2.06
0.8269
0.8443
0.8371
1.58
1.17
0.7405
1/14/2023
57
32,880
4.18
3.51
2.80
2.34
0.8397
0.8357
0.8377
1.60
1.18
0.7375
1 /15/2023
57
33,160
3.39
2.95
2.85
2.38
0.8702
0.8351
0.8543
1.60
1.18
0.7375
1 /16/2023
57
33,160
2.97
2.57
3.23
2.68
0.8653
0.8297
0.8498
1.60
1.17
0.7313
1/17/2023
57
29,704
2.99
2.61
2.71
2.26
0.8729
0.8339
0.8536
1.59
1.18
0.7421
1/18/2023
57
37,522
3.41
3.00
2.99
2.51
0.8798
0.8395
0.8586
1.56
1.16
0.7436
1/19/2023
57
44,069
3.63
3.14
2.82
2.37
0.8650
0.8404
0.8514
1.61
1.16
0.7205
1/20/2023
57
36,549
3.26
2.84
2.73
2.29
0.8712
0.8388
0.8515
1.60
1.16
0.7250
1 /21 /2023
57
52,837
3.98
3.50
3.01
2.52
0.8794
0.8372
0.8565
1.61
1.17
0.7267
1/22/2023
57
40,823
4.03
3.54
3.01
2.54
0.8784
0.8439
0.8597
1.63
1.19
0.7301
1/23/2023
57
9,026
3.67
3.18
3.18
2.66
0.8665
0.8365
0.8499
1.58
1.15
0.7278
1/24/2023
57
0
3.85
3.37
2.67
2.25
0.8753
0.8427
0.8555
1/25/2023
57
2,413
3.97
3.38
2.25
1.90
0.8514
0.8444
0.8468
1.82
1.30
0.7143
1/26/2023
57
14,088
4.36
3.39
2.86
2.40
0.7775
0.8392
0.8151
1.64
1.18
0.7195
1 /27/2023
58
22,430
4.24
3.56
2.83
2.37
0.8396
0.8375
0.8384
1.65
1.19
0.7212
1/28/2023
58
26,243
4.00
3.44
3.16
2.65
0.8600
0.8386
0.8497
1.59
1.14
0.7170
1 /29/2023
55
31,206
3.71
3.21
2.82
2.36
0.8652
0.8369
0.8509
1.70
1.22
0.7176
1/30/2023
55
16,456
3.28
2.87
2.89
2.42
0.8750
0.8374
0.8569
1.55
1.11
0.7161
1/31/2023
54
53,559
3.19
2.83
2.62
2.21
0.8871
0.8435
0.8643
3.38
1.90
0.5621
Total
1,768.95
653.62
1,451.13
1,241.OE
L,047.Z861.10
313.3
300.38
306.82
653.62
471.30
257.01
Samples
31
31
31
31
0
0
31
31
31
31
31
92
30
30
Average
57
29,202
3.43
2.94
2.87
2.36
0.8584
0.8229
0.8406
1.84
1.32
0.7219
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
2/1/2023 to 2/28/2023
Date
Dig SRT
Days'%,TS
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig %
VSR,
Daily
AMBM
1368
2/1/2023
48
7.6000
1.54
159.0
49,152
14,852
0
70
2/2/2023
35
7.6000
1.74
217.7
38,061
21,969
0
42
2/3/2023
37
7.6000
1.60
204.9
46,189
19,823
0
57
2/4/2023
36
7.6000
1.61
209.8
46,013
20,297
0
56
2/5/2023
50
7.6000
1.65
152.9
42,070
15,175
0
64
2/6/2023
73
7.6000
1.57
104.7
38,777
9,954
0
74
2/7/2023
41
7.6000
1.63
186.3
42,791
18,179
0
58
2/8/2023
40
7.6000
1.63
190.2
44,877
18,559
0
59
2/9/2023
35
7.6000
1.74
215.6
40,988
21,577
0
47
2/10/2023
31
7.6000
1.63
246.4
53,141
23,838
0
55
2/11/2023
28
7.6000
1.61
275.8
58,358
26,682
0
54
2/12/2023
29
7.6000
1.69
260.9
56,762
25,458
0
55
2/13/2023
36
7.6000
1.60
213.3
45,935
20,635
0
55
2/14/2023
29
7.6000
1.68
263.0
48,984
25,882
0
47
2/15/2023
35
7.6000
1.59
217.3
49,818
20,660
0
59
2/16/2023
50
7.6000
1.57
153.4
52,945
14,457
0
73
2/17/2023
23
7.6000
1.57
332.4
46,985
31,880
0
32
2/18/2023
29
7.6000
1.56
264.8
46,145
26,280
0
43
2/19/2023
31
7.6000
1.52
243.8
48,129
22,570
0
53
2/20/2023
48
7.6000
1.55
158.5
47,533
14,805
0
69
2/21/2023
47
7.6000
1.52
160.4
45,631
14,715
0
68
2/22/2023
40
7.6000
1.59
188.4
45,627
17,912
0
61
2/23/2023
56
7.6000
1.76
135.0
50,704
13,961
0
72
2/24/2023
38
7.6000
1.54
200.0
54,058
18,181
0
66
2/25/2023
22
7.6000
1.64
350.0
53,276
33,277
0
38
2/26/2023
33
7.6000
1.47
230.8
51,160
20,404
0
60
2/27/2023
37
7.6000
1.70
202.8
46,649
19,620
0
58
2/28/2023
43
7.6000
1.53
178.3
59,767
16,506
0
72
Total
1,078.35
212.80
45.03
5,916.40
1,350,525.00
568,108.00
0.00
1,617.31
Samples
28
28
28
28
28
28
28
28
Average
38.57
7.6000
1.61
211.3
48,233
20,290
0
58
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
2/1/2023 to 2/28/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
2/1/2023
99
98
99
98
98
98
2/2/2023
98
98
98
98
98
98
2/3/2023
97
98
97
97
98
98
2/4/2023
97
98
98
97
97
96
2/5/2023
98
99
98
98
97
98
2/6/2023
98
98
98
98
97
98
2/7/2023
98
98
98
98
97
97
2/8/2023
98
98
99
98
98
98
2/9/2023
98
99
99
98
98
98
2/10/2023
98
98
98
98
99
98
2/11/2023
97
98
97
97
98
97
2/12/2023
97
98
98
97
98
97
2/13/2023
97
98
98
97
98
98
2/14/2023
98
100
98
98
97
98
2/15/2023
98
100
98
98
98
98
2/16/2023
99
98
98
98
98
98
2,/17/2023
98
98
98
98
98
98
2/18/2023
98
98
98
98
98
98
2/19/2023
98
98
98
98
98
98
2/20/2023
98
98
98
98
98
98
2/21/2023
98
99
98
99
97
98
2/22/2023
99
98
98
98
98
98
2/23/2023
98
99
98
99
98
99
2/24/2023
99
99
98
99
98
99
2/25/2023
100
98
99
99
99
99
2/26/2023
100
98
99
99
99
99
2/27/2023
100
98
98
98
99
99
2/28/2023
99
99
98
98
98
99
Total
2,750.00
2,754.00
2,747.00
2,744
2,742
2,745
Samples
28
28
28
28
28
28
Average
98
98
98
98
98
98
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
2/1/2023 to 2/28/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
n/m.,
18
Thicke
ned
Sludge
niv�r•n
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
.,-,
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
2/1/2023
56
20,421
4.13
3.74
2.48
2.10
0.9056
0.8468
0.8720
1.54
1.12
0.7273
2/2/2023
56
31,592
2.91
2.54
2.46
2.08
0.8729
0.8455
0.8572
1.74
1.21
0.6954
2/3/2023
56
27,342
3.86
3.35
2.76
2.34
0.8679
0.8478
0.8565
1.60
1.16
0.7250
2/4/2023
56
28,171
4.26
3.68
3.09
2.60
0.8638
0.8414
0.8531
1.61
1.16
0.7205
2/5/2023
56
21,041
3.66
3.24
3.03
2.55
0.8852
0.8416
0.8644
1.65
1.19
0.7212
2/6/2023
56
13,709
3.39
2.99
2.89
2.49
0.8820
0.8616
0.8715
1.57
1.14
0.7261
2/7/2023
57
25,326
3.71
3.26
2.50
2.12
0.8787
0.8480
0.8599
1.63
1.17
0.7178
2/8/2023
57
25,856
4.33
3.82
2.48
2.10
0.8822
0.8468
0.8595
1.63
1.17
0.7178
2/9/2023
57
31,287
3.97
3.51
2.00
1.70
0.8841
0.8500
0.8614
1.74
1.20
0.6897
2/10/2023
57
33,496
4.12
3.63
2.64
2.26
0.8811
0.8561
0.8688
1.63
1.16
0.7117
2/11/2023
57
37,033
4.00
3.53
2.72
2.33
0.8825
0.8566
0.8707
1.61
1.16
0.7205
2/12/2023
57
36,773
3.38
2.91
2.78
2.36
0.8609
0.8489
0.8554
1.69
1.17
0.6923
2/13/2023
57
28,463
2.65
2.18
2.48
2.10
0.8226
0.8468
0.8338
1.60
1.16
0.7250
2/14/2023
57
36,849
2.98
2.55
2.66
2.25
0.8557
0.8459
0.8513
1.68
1.18
0.7024
2/15/2023
57
28,815
3.08
2.69
2.59
2.20
0.8734
0.8494
0.8614
1.59
1.14
0.7170
2/16/2023
57
20,086
3.35
2.84
2.62
2.24
0.8478
0.8550
0.8515
1 1.57
1.13
0.7197
2/17/2023
57
43,524
2.51
2.11
2.38
2.03
0.8406
0.8529
0.8474
1.57
1.15
0.7325
2/18/2023
57
34,452
2.93
2.46
2.72
2.29
0.8396
0.8419
0.8408
1.56
1.19
0.7628
2/19/2023
57
30,906
3.12
2.75
2.76
2.31
0.8814
0.8370
0.8586
1.52
1.11
0.7303
2/20/2023
57
20,489
3.58
3.09
2.96
2.49
0.8631
0.8412
0.8523
1.55
1.12
0.7226
2121/2023
57
20,334
3.39
2.94
2.90
2.45
0.8673
0.8448
0.8559
1.52
1.10
0.7237
2/22/2023
57
24,983
3.64
3.17
2.71
2.28
0.8709
0.8413
0.8558
1.59
1.14
0.7170
2/23/2023
57
19,816
3.41
3.03
2.96
2.50
0.8886
0.8446
0.8674
1.76
1.24
0.7045
2/24/2023
57
25,687
3.81
3.37
2.60
2.18
0.8845
0.8385
0.8616
1.54
1.09
0.7078
2/25/2023
57
47,872
3.52
3.13
2.86
2.42
0.8892
0.8462
0.8680
1.64
1.14
0.6951
2/26/2023
57
28,296
3.56
3.16
2.98
2.51
0.8876
0.8423
0.8670
1.47
1.06
0.7211
2/27/2023
58
28,753
3.22
2.83
3.41
2.87
0.8789
0.8416
0.8648
1.70
1.16
0.6824
2/28/2023
58
22,751
3.81
3.28
3.13
2.64
0.8609
0.8435
0.8525
1.53
1.11
0.7255
Total
1,768.95
45.03
98.28
85.78
76.55
64.79
24.40
23.70
24.04
45.03
32.23
20.05
Samples
31
28
28
28
0
0
28
28
28
28
28
84
28
28
Average
57
28,362
3.51
3.06
2.73
2.31
0.8714
0.8466
0.8586
1.61
1.15
0.7162
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
3/1/2023 to 3/31/2023
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig %
VSR,
Daily
AMBM
%
1368
3/1/2023
36
7.6000
1.55
209.1
58,381
19,706
0
66
3/2/2023
30
7.6000
1.76
251.8
60,473
25,410
0
58
3/3/2023
23
7.6000
1.64
335.2
58,448
32,149
0
45
3/4/2023
26
7.6000
1.59
287.9
55,315
27,132
0
51
3/5/2023
34
7.6000
1.70
221.2
52,306
21,953
0
58
3/6/2023
37
7.6000
1.55
206.3
47,127
19,442
0
59
3/7/2023
44
7.6000
1.59
172.5
44,939
16,113
0
64
3/8/2023
34
7.6000
1.62
224.3
44,859
21,513
0
52
3/9/2023
58
7.6000
1.59
131.5
49,458
12,502
0
75
3/10/2023
36
7.6000
1.68
213.5
51,559
20,655
0
60
3/11/2023
32
7.6000
1.84
237.8
51,653
25,187
0
51
3/12/2023
33
7.6000
1.65
231.5
52,783
22,589
0
57
3/13/2023
33
7.6000
1.72
229.4
55,297
22,958
0
58
3/14/2023
33
7.6000
1.73
232.9
52,785
23,503
0
55
3/15/2023
29
7.6000
1.71
263.0
55,492
26,540
0
52
3/16/2023
46
7.6000
1.75
165.5
61,146
17,115
0
72
3/17/2023
42
7.6000
1.75
179.5
47,280
18,713
0
60
3/18/2023
48
7.6000
1.73
157.8
45,331
16,319
0
64
3/19/2023
30
7.6000
1.74
256.2
57,976
26,495
0
54
3/20/2023
54
7.6000
1.76
140.1
52,303
14,489
0
72
3121 /2023
48
7.6000
1.72
157.8
52,130
16,451
0
68
3/22/2023
33
7.6000
1.78
231.5
52,234
25,099
0
52
3/23/2023
27
7.6000
1.66
280.4
56,109
28,062
0
50
3/24/2023
48
7.6000
1.86
159.5
51,766
17,958
0
65
3/25/2023
73
7.6000
2.66
103.5
57,131
14,847
0
74
3/26/2023
42
7.6000
1.76
179.3
48,430
19,141
0
60
3/27/2023
57
7.6000
2.16
132.4
39,140
15,790
0
60
3/28/2023
28
7.6000
1.68
269.3
44,919
27,401
0
39
3/29/2023
41
7.6000
1.89
187.2
47,806
20,921
0
56
3/30/2023
24
7.6000
1.70
312.9
53,991
31,837
0
41
3/31 /2023
26
7.6000
1.54
295.6
62,108
27,611
0
56
Total
1,185.70
235.60
54.06
6,656.40
1,620,675.00
675,601.00
0.00
1,807.04
Samples
31
31
31
31
31
31
31
31
Average
38.23
7.6000
1.74
214.7
52,280
21,794
0
58
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
3/1/2023 to 3/31/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
3/1/2023
98
98
98
99
98
98
3/2/2023
98
98
97
98
97
98
3/3/2023
99
97
97
98
98
98
3/4/2023
97
98
98
98
98
99
3/5/2023
98
97
98
97
98
98
3/6/2023
98
98
98
98
99
98
3/7/2023
99
97
98
98
99
98
3/8/2023
100
98
98
98
99
98
3/9/2023
99
97
98
98
98
98
3/10/2023
99
98
98
98
98
98
3/11/2023
98
98
98
98
98
98
3/12/2023
98
97
97
97
98
98
3/13/2023
97
98
97
97
97
97
3/14/2023
98
99
98
98
97
98
3/15/2023
98
98
98
99
97
98
3/16/2023
98
98
98
98
98
98
3/17/2023
99
97
97
98
98
98
3/18/2023
98
99
98
98
98
97
3/19/2023
98
98
99
98
98
99
3/20/2023
99
99
98
98
99
99
3/21/2023
98
98
98
98
99
99
3/22/2023
99
99
98
99
98
99
3/23/2023
100
98
98
99
98
98
3/24/2023
99
98
98
99
98
98
3/25/2023
99
99
98
99
98
97
3/26/2023
98
98
98
99
99
99
3/27/2023
98
98
97
98
98
98
3/28/2023
98
98
98
98
98
99
3/29/2023
98
98
98
98
98
99
3/30/2023
97
98
97
98
99
98
3/31/2023
97
98
98
98
98
98
Total
3,047.00
3,037.00
3,032.00
3,042
3,041
3,043
Samples
31
31
31
31
31
31
Average
98
98
98
98
98
98
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
3/1/2023 to 3/31/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
n1 mn
18
Thicke
ned
Sludge
n1v�v
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
ni mX7
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
3/1/2023
56
27,030
3.81
3.29
2.60
2.18
0.8635
0.8385
0.8508
1.55
1.13
0.7290
3/2/2023
56
36,960
4.21
3.40
2.19
1.90
0.8076
0.8676
0.8427
1.76
1.21
0.6875
3/3/2023
56
45,847
4.29
3.44
2.53
1 2.11
0.8019
0.8340
0.8201
1.64
1.15
0.7012
3/4/2023
56
38,177
3.93
3.23
3.01
2.50
0.8219
0.8306
0.8262
1.59
1.13
0.7107
3/5/2023
56
31,362
3.71
3.17
3.16
2.63
0.8544
0.8323
0.8445
1.70
1.19
0.7000
3/6/2023
56
26,668
3.35
2.92
2.77
2.29
0.8716
0.8267
0.8500
1.55
1.13
0.7290
3/7/2023
57
22,875
3.02
2.66
2.69
2.23
0.8808
0.8290
0.8527
1.59
1.12
0.7044
3/8/2023
57
30,305
3.34
2.95
2.28
1.90
0.8832
0.8333
0.8556
1.62
1.15
0.7099
3/9/2023
57
17,438
3.66
3.20
2.55
2.12
0.8743
0.8314
0.8509
1.59
1.14
0.7170
3/10/2023
57
29,914
3.91
3.40
2.63
2.19
0.8696
0.8327
0.8493
1.68
1.16
0.6905
3/11/2023
57
36,492
3.63
3.20
2.84
2.39
0.8815
0.8415
0.8611
1.84
1.27
0.6902
3/12/2023
57
31,857
3.71
3.26
2.80
2.36
0.8787
0.8429
0.8606
1.65
1.17
0.7091
3/13/2023
57
32,907
3.48
3.04
2.72
2.26
0.8736
0.8309
0.8533
1.72
1.20
0.6977
3/14/2023
57
33,603
3.73
3.26
2.61
2.17
0.8740
0.8314
0.8521
1.73
1.21
0.6994
3/15/2023
57
37,507
3.59
3.12
2.65
2.20
0.8691
0.8302
0.8489
1.71
1.21
0.7076
3/16/2023
57
24,155
3.91
3.42
2.54
2.12
0.8747
0.8346
0.8541
1.75
1.24
0.7086
3/17/2023
57
26,198
2.61
2.27
2.64
2.21
0.8697
0.8371
0.8529
1.75
1.25
0.7143
3/18/2023
57
22,768
2.73
2.40
2.71
2.28
0.8791
0.8413
0.8592
1.73
1.24
0.7168
3/19/2023
57
37,179
3.91
3.45
3.09
2.60
0.8824
0.8414
0.8607
1.74
1.24
0.7126
3/20/2023
57
20,564
3.87
3.45
3.26
2.72
0.8915
0.8344
0.8651
1.76
1.24
0.7045
3/21/2023
57
22,636
3.75
3.36
2.79
2.35
0.8960
0.8423
0.8674
1.72
1.25
0.7267
3/22/2023
57
34,367
3.82
3.41
2.80
2.37
0.8927
0.8464
0.8677
1.78
1.30
0.7303
3/23/2023
57
38,820
4.05
3.58
2.58
2.19
0.8840
0.8488
0.8638
1.66
1.20
0.7229
3/24/2023
57
24,742
3.92
3.44
2.40
2.02
0.8776
0.8417
0.8584
1.86
1.35
0.7258
3/25/2023
57
22,961
4.06
3.51
2.83
2.40
0.8645
0.8481
0.8568
2.66
1.72
0.6466
3/26/2023
57
26,318
3.11
2.75
3.11
2.63
0.8842
0.8457
0.8672
1.76
1.28
0.7273
3/27/2023
58
23,851
2.77
2.48
2.84
2.40
0.8953
0.8451
0.8705
2.16
1.43
0.6620
3/28/2023
58
37,732
3.33
2.95
2.62
2.23
0.8859
0.8511
0.8670
1.68
1.22
0.7262
3/29/2023
57
29,508
3.68
3.21
2.55
2.17
0.8723
0.8510
0.8598
1.89
1.34
0.7090
3/30/2023
57
44,363
4.23
3.66
2.52
2.12
0.8652
0.8413
0.8522
1.70
1.22
0.7176
3/31/2023
57
37,966
5.18
4.43
2.26
1.91
0.8552
0.8451
0.8495
1.54
1.12
0.7273
Total
1,768.95
54.06
114.30
99.31
83.57
70.15
26.98
26.03
26.49
54.06
38.21
21.96
Samples
31
31
31
31
0
0
31
31
31
31
31
93
31
31
Average
57
30,744
3.69
3.20
2.70
2.26
0.8702
0.83%
0.8546
1.74
1.23
0.7084
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
4/1/2023 to 4/30/2023
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig
VSR,
Daily
AMBM
1368
4/1/2023
43
7.6000
1.63
177.9
55,402
17,804
0
68
4/2/2023
27
7.6000
1.47
282.8
54,312
25,472
0
53
4/3/2023
29
7.6000
1.74
262.0
51,622
27,314
0
47
4/4/2023
28
7.6000
1.79
272.8
54,088
29,577
0
45
4/5/2023
38
7.6000
1.73
201.4
48,941
21,164
0
57
4/6/2023
38
7.6000
1.80
199.8
52,209
21,162
0
59
4/7/2023
25
7.6000
1.81
302.1
60,882
32,250
0
47
4/8/2023
19
7,6000
1.84
408.9
60,500
44,333
0
27
4/9/2023
23
7.6000
1.85
323.6
49,291
34,815
0
29
4/10/2023
60
7.0000
1.96
117.0
43,982
13,661
0
69
4/11/2023
31
7.6000
1.79
242.7
47,023
25,706
0
45
4/12/2023
4/13/2023
38
52
7.6000
7.6000
1.64
1.86
197.5
146.4
49,288
52,322
19,272
15,995
0
0
61
69
4/14/2023
28
7.6000
1.92
273.9
55,432
31,067
0
44
4/15/2023
31
7.6000
1.90
249.0
57,914
28,866
0
50
4/16/2023
25
7.6000
1.77
303.1
57,560
32,104
0
44
4/17/2023
33
7.6000
1.84
228.9
57,253
24,817
0
57
4/18/2023
49
7.6000
1.79
156.7
53,566
16,597
0
69
4/19/2023
60
7.6000
1.83
126.8
57,639
13,430
0
77
4/20/2023
20
7.6000
1.79
377.7
60,078
39,375
0
34
4/21/2023
27
7.6000
1.50
278.4
56,334
24,844
0
56
4/22/2023
23
7.6000
1.58
336.4
64,654
31,984
0
51
4/23/2023
4/24/2023
40
86
7.6000
7.6000
1.51
1.69
190.2
88.1
54,620
48,797
17,290
9,184
0
0
68
81
4/25/2023
38
7.6000
1.30
202.1
54,053
15,675
0
71
4/26/2023
19
7.6000
2.03
404.9
62,849
49,640
0
21
4/27/2023
26
7.6000
1.76
296.0
55,530
30,364
0
45
4/28/2023
19
T6000
1.72
405.9
51,937
41,977
0
19
4/29/2023
28
7.6000
1.74
273.2
59,509
28,481
0
52
4/30/2023
28
7.6000
1.59
275.6
57,162
26,203
0
54
Total
1,028.39
227.40
52.17
7,601.80
1,644,749.00
790,423.00
0.00
1,571.25
Samples
Average
30
34.37
30
7.5800
30
1.74
30
253.4
30
54,825
30
26,347
30
0
30
52
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
4/1/2023 to 4/30/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
4/1/2023
97
98
98
97
98
98
4/2/2023
98
97
98
98
98
98
4/3/2023
98
98
98
97
98
97
4/4/2023
98
99
98
98
97
97
4/5/2023
99
98
98
98
98
97
4/6/2023
98
98
98
98
98
98
4/7/2023
98
98
98
98
98
98
4/8/2023
98
98
98
97
98
98
4/9/2023
98
98
98
97
98
98
4/10/2023
98
98
98
98
97
97
4/11/2023
97
97
97
97
98
97
4/12/2023
97
96
96
96
98
96
4/13/2023
98
95
95
96
97
96
4/14/2023
97
95
95
96
96
95
4/15/2023
96
97
96
96
96
96
4/16/2023
96
97
96
97
97
97
4/17/2023
97
97
97
98
97
97
4/18/2023
98
98
99
99
98
99
4/19/2023
98
97
98
99
99
99
4/20/2023
98
98
99
99
99
100
4/21/2023
98
99
99
98
99
100
4/22/2023
99
100
100
100
99
100
4/23/2023
99
100
100
99
98
99
4/24/2023
100
99
98
100
98
98
4/25/2023
99
100
100
100
99
99
4/26/2023
99
100
99
100
99
99
4/27/2023
100
98
98
99
98
99
4/28/2023
98
98
98
98
98
98
4/29/2023
98
98
98
98
99
99
4/30/2023
98
98
98
98
98
98
Total
2,940.00
2,937.00
2,936.00
2,939
2,938
2,937
Samples
30
30
30
30
30
30
Average
98
98
98
98
98
98
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
4/1/2023 to 4/30/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
ni-n
18
Thicke
ned
Sludge
nix &,
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
n/-
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
4/1 /2023
56
24,184
4.54
3.88
2.61
2.23
0.8546
0.8544
0.8545
1.63
1.20
0.7362
4/2/2023
56
34,671
4.24
3.51
2.74
2.34
0.8278
0.8540
0.8406
1.47
1.08
0.7347
4/3/2023
56
38,020
3.79
3.25
2.95
2.51
0.8575
0.8508
0.8546
1.74
1.25
0.7184
4/4/2023
56
40,725
4.22
3.58
2.82
2.40
0.8483
0.8511
0.8496
1.79
1.30
0.7263
4/5/2023
56
29,058
4.06
3.44
2.31
2.01
0.8473
0.8701
0.8585
1.73
1.26
0.7283
4/6/2023
56
29,994
4.05
3.42
2.62
2.22
0.8444
0.8473
0.8460
1.80
1.27
0.7056
4/7/2023
57
45,603
4.37
3.67
2.58
2.18
0.8398
0.8450
0.8424
1.81
1.28
0.7072
4/8/2023
57
62,748
4.18
3.37
2.86
2.43
0.8062
0.8497
0.8275
1.84
1.30
0.7065
4/9/2023
57
49,928
2.95
2.54
2.99
2.53
0.8610
0.8462
0.8543
1.85
1.29
0.6973
4/10/2023
57
19,125
3.05
2.68
3.02
2.54
0.8787
0.8411
0.8629
1.96
1.40
0.7143
4/11/2023
57
36,232
3.22
2.78
2.53
2.14
0.8634
0.8458
0.8548
1.79
1.27
0.7095
4/12/2023
57
27,013
3.49
3.04
2.52
2.15
0.8711
0.8532
0.8615
1.64
1.17
0.7134
4/13/2023
57
22,710
3.88
3.36
2.50
2.12
0.8660
0.8480
0.8572
1.86
1.31
0.7043
4/14/2023
57
43,859
3.99
3.50
2.58
2.19
0.87721
0.8488
0.8627
1.92
1.36
0.7083
4/15/2023
57
39,457
3.95
3.46
2.39
2.03
0.8759
0.8494
0.8619
1.90
1.39
0.7316
4/16/2023
57
44,743
3.76
3.32
2.30
1.94
0.8830
0.8435
0.8631
1.77
1.27
0.7175
4/17/2023
57
35,126
3.62
3.20
2.37
1.99
0.8840
0.8397
0.8609
1.84
1.30
0.7065
4/18/2023
57
23,393
3.65
3.22
2.28
1.92
0.8822
0.8421
0.8612
1.79
1.27
0.7095
4/19/2023
57
19,352
3.87
3.41
2.31
1.94
0.8811
0.8398
0.8576
1.83
1.27
0.6940
4/20/2023
57
56,385
4.08
3.57
2.52
2.10
0.8750
0.8333
0.8533
1.79
1.25
0.6983
4/21/2023
57
34,828
3.32
2.88
2.62
2.18
0.8675
0.8321
0.8500
1.50
1.07
0.7133
4/22/2023
57
44,328
3.72
3.27
2.62
2.20
0.8790
0.8397
0.8605
1.58
1.14
0.7215
4/23/2023
57
23,953
3.01
2.64
2.64
2.21
0.8771
0.8371
0.8597
1.51
1.09
0.7219
4/24/2023
57
12,417
2.71
2.37
2.72
2.25
0.8745
0.8272
0.8530
1.69
1.25
0.7396
4/25/2023
57
21,912
3.21
2.78
2.53
2.10
0.8660
0.8300
0.8493
1.30
0.93
0.7154
4/26/2023
57
68,550
3.76
3.24
2.44
2.02
0.8617
0.8279
0.8453
2.03
1.47
0.7241
4/27/2023
58
43,448
3.25
2.83
2.48
2.05
0.8708
0.8266
0.8485
1.76
1.23
0.6989
4/28/2023
58
58,226
3.11
2.53
1.98
1.63
0.8135
0.8232
0.8196
1.72
1.24
0.7209
4/29/2023
56
39,646
4.85
3.74
2.53
2.08
0.7711
0.8221
0.8002
1.74
1.25
0.7184
4/30/2023
56
36,546
4.34
3.58
2.86
2.32
0.8249
0.8112
0.8177
1.59
1.14
0.7170
Total
1,768.95
52.17
112.24
96.06
77.22
64.95
25.73
25.23
25.49
52.17
37.30
21.46
Samples
31
30
30
30
0
0
30
30
30
30
30
90
30
30
Average
57
36,873
3.74
3.20
2.57
2.17
0.8577
0.8410
0.8496
1.74
1.24
0.7153
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
5/1/2023 to 5/31/2023
Date
Dig SRT
days
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig %
VSR,
Daily
AMBM
1368
5/1/2023
45
7.6000
1.74
168.6
47,066
17,717
0
62
5/2/2023
27
7.6000
1.74
278.6
49,352
29,509
0
40
5/3/2023
35
7.6000
1.78
216.6
54,175
23,122
0
57
5/4/2023
35
7.6000
1.71
216.1
55,276
21,808
0
61
5/5/2023
25
7.6000
1.85
307.7
62,638
34,387
0
45
5/6/2023
5/7/2023
5/8/2023
30
91
54
7.6000
7.6000
7.6000
2.08
1.67
2.04
251.1
83.2
142.0
54,826
51,351
43,593
30,994
8,535
16,698
0
0
0
43
83
62
5/9/2023
43
7.6000
2.16
175.5
50,056
21,370
0
57
5/10/2023
45
7.6000
1.77
169.4
50,585
18,084
0
64
5/11 /2023
27
7.6000
1.83
282.6
52,406
31,111
0
41
5/12/2023
7.6000
0.0
45,868
0
0
100
5/13/2023
23
7.6000
1.79
325.4
43,294
35,280
0
19
5/14/2023
31
7.6000
1.68
246.6
57,376
25,091
0
56
5/15/2023
54
7.6000
1.82
140.8
53,515
15,383
0
71
5/16/2023
28
7.6000
1.68
270.9
55,088
27,789
0
50
5/17/2023
30
7.6000
1.70
256.4
58,468
26,302
0
55
5/18/2023
5/19/2023
50
34
7.6000
7.6000
1.64
1.71E222.455,168
150.6
51,414
15,072
23,185
0
0
71
58
5/20/2023
32
7.6000
1.6652,638
24,521
0
53
5/21/2023
48
7.6000
1.7249,355
16,687
0
66
5/22/2023
34
7.6000
1.9348,844
25,458
0
48
5/23/2023
124
7.6000
1.51
.
48,343
5,707
0
88
5/24/2023
34
7.6000
1.63
220.5
46,907
21,884
0
53
5/25/2023
5/26/2023
53
23
7.6000
7.6000
1.68
1.67
143.1
327.3
53,844
51,345
14,560
33,575
0
0
73
35
5/27/2023
7.6000
0.0
30,685
0
0
100
5/28/2023
7.6000
0.0
55,307
0
0
100
5/29/2023
34
7.6000
1.61
221.9
56,543
21,653
0
62
5/30/2023
44
7.6000
1.56
173.2
50,162
16,612
0
67
5/31/2023
62
7.6000
1.47
122.2
41,714
10,803
0
74
Total
Samples
1,197.25
28
235.60
31
48.83
28
5,794.80
31
1,577,202.00
31
612,897.00
31
0.00
31
1,914.82
31
Average
42.68
7.6000
1.74
186.9
50,877
19,771
0
62
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
5/1/2023 to 5/31/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
5/1 /2023
98
98
98
98
98
99
5/2/2023
98
99
98
98
99
99
5/3/2023
99
101
99
97
99
100
5/4/2023
99
101
99
97
100
101
5/5/2023
98
100
98
98
100
100
5/6/2023
99
100
98
98
100
100
5/7/2023
100
99
99
99
100
99
5/8/2023
101
99
100
99
100
100
5/9/2023
101
100
99
99
100
99
5/10/2023
99
99
99
99
100
98
5/11/2023
99
99
99
98
100
98
5/12/2023
98
99
99
99
99
98
5/13/2023
98
100
100
99
99
100
5/14/2023
100
100
99
99
99
99
5/15/2023
99
100
99
99
99
99
5/16/2023
99
99
98
100
99
98
5/17/2023
98
98
98
99
99
99
5/18/2023
98
100
98
99
99
99
5/19/2023
98
100
99
98
99
100
5/20/2023
97
99
99
97
100
100
5/21 /2023
97
98
99
97
100
100
5/22/2023
99
99
98
98
99
99
5/23/2023
99
100
97
98
99
98
5/24/2023
98
99
97
98
99
100
5/25/2023
99
99
98
98
99
99
5/26/2023
98
99
98
98
99
99
5/27/2023
98
100
97
97
99
98
5/28/2023
97
99
98
98
98
98
5/29/2023
98
98
97
97
98
98
5/30/2023
98
98
98
98
98
98
5/31 /2023
98
99
98
98
98
98
Total
3,055.00
3,078.00
3,050.00
3,044
3,074
3,070
Samples
31
31
31
31
31
31
Average
99
99
98
98
99
99
Average Digester Temperature: 99 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
5/1/2023 to 5/31/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
ni mn
18
Thicke
ned
Sludge
a/Tr �
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
nim T
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
%
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
5/1/2023
56
24,467
3.34
2.85
2.98
2.40
0.8533
0.8054
0.8292
1.74
1.26
0.7241
5/2/2023
56
40,429
3.98
3.43
2.77
2.25
0.8618
0.8123
0.8359
1.74
1.27
0.7299
5/3/2023
56
32,155
4.73
4.06
1
2.53
2.07
0.8584
0.8182
0.8368
1.78
1.28
0.7191
5/4/2023
56
30,819
4.09
3.50
2.62
2.12
0.8557
0.8092
0.8321
1.71
1.21
0.7076
5/5/2023
56
47,475
4.22
3.58
2.66
2.16
0.8483
0.8120
0.8324
1.85
1.34
0.7243
5/6/2023
56
43,559
3.67
3.19
3.10
2.54
0.8692
0.8194
0.8500
2.08
1.48
0.7115
5/7/2023
57
11,588
3.42
3.02
3.02
2.48
0.8830
0.8212
0.8600
1.67
1.23
0.7365
5/8/2023
57
24,159
3.50
3.04
2.83
2.30
0.8686
0.8127
0.8447
2.04
1.41
0.6912
5/9/2023
57
31,615
3.78
3.26
2.60
2.13
0.8624
0.8192
0.8415
2.16
1.46
0.6759
5/10/2023
57
25,006
3.45
3.00
2.87
2.36
0.8696
0.8223
0.8489
1.77
1.28
0.7232
5111 /2023
57
43,131
3.70
3.26
2.59
2.13
0.8811
0.8224
0.8544
1.83
1.32
0.7213
5/12/2023
57
0
3.14
2.77
2.69
2.22
0.8822
0.8253
0.8556
5/13/2023
57
48,578
2.93
2.58
2.85
2.36
0.8805
0.8281
0.8573
1.79
1.30
0.7263
5/14/2023
57
34,552
4.87
4.06
3.01
2.49
0.8337
0.8272
0.8310
1.68
1.22
0.7262
5/15/2023
57
21,372
4.40
3.73
3.22
2.64
0.8477
0.8199VO.8359
1.82
1.31
0.7198
5/16/2023
57
37,956
4.43
3.76
2.85
2.36
0.8488
0.82815
1.68
1.23
0.7321
5/17/2023
57
36,352
4.62
3.84
3.13
2.58
0.8312
0.82436
1.70
1.23
0.7235
5/18/2023
57
20,598
4.18
3.59
2.95
2.43
0.8589
0.82371
1.64
1.20
0.7317
5/19/2023
57
31,717
4.47
3.87
2.48
2.03
0.8658
0.8185.0
1.71
1.25
0.7310
5/20/2023
57
33,365
4.31
3.71
2.83
2.32
0.8608
0.8198
0.8415
1.66
1.22
0.7349
5/21/2023
57
22,780
3.97
3.42
2.60
2.15
0.8615
0.8269
0.8447
1.72
1.26
0.7326
5/22/2023
57
35,605
4.03
3.55
2.97
2.44
0.8809
0.8215
0.8552
1.93
1.38
0.7150
5/23/2023
57
7,695
3.79
3.29
2.52
2.08
0.8681
0.8254
0.8471
1.51
1.12
0.7417
5/24/2023
57
29,975
3.63
3.20
2.90
2.38
0.8815
0.8207
0.8539
1.63
1.19
0.7301
5/25/2023
57
20,050
3.67
3.17
2.16
1.76
0.8638
0.8148
0.8342
1.68
1.22
0.7262
5/26/2023
57
45,586
4.04
3.43
2.52
2.06
0.8490
0.8175
0.8326
1.67
1 1.23
0.7365
5/27/2023
58
0
1.80
1.56
2.97
2.44
0.8667
0.8215
0.8458
5/28/2023
58
0
4.70
4.04
2.64
2.16
0.8596
0.8182
0.8398
5/29/2023
57
29,795
4.66
3.53
2.50
2.02
0.7575
0.8080
0.7863
1.61
1.17
0.7267
5/30/2023
57
22,534
4.40
3.54
2.85
2.31
0.8045
0.8105
0.8073
1.56
1.15
0.7372
5/31/2023
57
14,981
3.40
2.87
2.32
1.87
0.8441
0.8060
0.8248
1.47
1.06
0.7211
Total
1,768.95
48.83
121.32
103.70
85.53
70.04
26.56
25.38
26.01
48.83
35.28
20.26
Samples
31
31
31
31
0
0
31
31
31
31
31
90
28
28
Average
57
27,351
3.91
3.35
2.76
2.26
0.8567
0.8187
0.8391
1.74
1.26
0.7235
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
6/1/2023 to 6/30/2023
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
Dig
Transfer
o/OTS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig
VSR,
Daily
AMBM
1368
6/1/2023
22
7.6000
1.64
348.1
45,871
34,548
0
25
6/2/2023
26
7.6000
1.54
290.7
49,338
27,396
0
44
6/3/2023
27
7.6000
1.55
286.3
46,800
26,981
0
42
6/4/2023
45
7.6000
1.48
169.7
52,617
15,285
0
71
6/5/2023
34
7.6000
1.76
222.9
42,073
23,423
0
44
6/6/2023
42
7.6000
1.64
182.1
44,080
17,921
0
59
6/7/2023
39
7.6000
1.61
196.8
44,480
19,039
0
57
6/8/2023
37
7.6000
1.99
207.0
47,651
23,824
0
50
6/9/2023
83
7.6000
1.96
91.1
49,151
10,789
0
78
6/10/2023
67
7.6000
1.77
114.2
46,728
12,286
0
F74
6/11/2023
46
7.6000
1.81
164.8
44,976
17,593
0
61
6/12/2023
50
7.6000
1.84
150.6
47,037
15,323
0
67
6/13/2023
31
7.6000
1.96
246.4
47,666
27,537
0
42
6/14/2023
49
7.6000
1.68
153.9
52,890
15,659
0
70
6/15/2023
58
7.6000
1.77
132.0
50,120
14,091
0
72
6/16/2023
33
7.6000
1.76
233.8
44,854
24,959
0
44
6/17/2023
34
7.6000
1.75
226.6
48,699
24,190
0
50
6/18/2023
31
7.6000
1.80
244.8
48,193
27,154
0
44
6/19/2023
46
7.6000
1.84
165.8
51,741
18,391
0
64
6/20/2023
44
7.6000
1.83
174.1
59,231
19,312
0
67
6/21/2023
34
7.6000
1.80
224.5
56,973
24,528
0
57
6/22/2023
24
7.6000
1.83
323.3
53,436
35,322
0
34
6/23/2023
45
7.6000
1.88
169.5
49,067
19,225
0
61
6/24/2023
62
7.6000
1.99
122.9
46,818
14,452
0
69
6/25/2023
36
7.6000
1.81
213.9
45,308
23,369
0
48
6/26/2023
32
7.6000
1.72
237.8
39,201
25,187
0
36
6/27/2023
28
7.6000
1.78
274.3
44,929
29,282
0
35
6/28/2023
41
7.6000
1.82
186.7
47,885
20,086
0
58
6/29/2023
37
7.6000
1.80
206.3
51,930
22,367
0
57
6/30/2023
37
7.6000
1.72
207.0
49,675
21,407
0
57
Total
1,214.91
228.00
53.13
6,167.90
1,449,418.00
650,926.00
0.00
1,639.77
Samples
30
30
30
30
30
30
30
30
Average
40.67
7.6000
1.77
205.6
48,314
21,698
0
55
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
6/1/2023 to 6/30/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
6/1 /2023
98
98
98
97
98
99
6/2/2023
98
98
98
98
99
99
6/3/2023
98
100
98
98
99
98
6/4/2023
99
100
98
98
99
99
6/5/2023
99
99
99
98
99
99
6/6/2023
100
99
99
98
98
99
6/7/2023
99
98
98
98
98
99
6/8/2023
98
100
98
98
99
99
6/9/2023
98
100
98
98
98
99
6/10/2023
98
100
99
99
98
98
6/11/2023
98
99
99
98
99
99
6/12/2023
99
98
98
99
98
98
6/13/2023
99
99
99
98
98
97
6/14/2023
99
99
100
98
97
99
6/15/2023
98
98
99
98
99
100
6/16/2023
99
99
99
98
99
99
6/17/2023
98
99
98
98
98
98
6/18/2023
99
98
98
99
98
98
6/19/2023
98
99
98
98
98
100
6/20/2023
100
99
99
98
99
99
6/21 /2023
99
99
98
98
100
99
6/22/2023
98
99
98
98
99
98
6/23/2023
98
99
98
98
98
98
6/24/2023
98
99
98
97
99
99
6/25/2023
98
98
99
98
99
98
6/26/2023
98
98
98
98
99
98
6/27/2023
99
98
98
98
99
99
6/28/2023
100
98
98
98
99
99
6/29/2023
99
98
98
98
99
98
6/30/2023
99
98
98
98
98
100
Total
2,958.00
2,963.00
2,951.00
2,941
2,957
2,%1
Samples
30
30
30
30
30
30
Average
99
99
98
98
99
99
Average Digester Temperature: 99 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
6/1/2023 to 6/30/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
18
Thicke
ned
Sludge
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVs
%
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
6/1/2023
56
47,612
3.89
3.32
2.76
2.23
0.8535
0.8080
0.8320
1.64
1.19
0.7256
6/2/2023
56
37,336
4.34
3.78
3.04
2.45
0.8710
0.8059
0.8431
1.54
1.13
0.7338
6/3/2023
56
37,010
3.90
3.41
2.98
2.40
0.8744
0.8054
0.8437
1.55
1.13
0.7290
6/4/2023
56
20,946
4.12
3.62
3.06
2.48
0.8786
0.8105
0.8500
1.48
1.08
0.7297
6/5/2023
56
32,718
3.63
3.21
3.25
2.60
0.8843
0.8000
0.8489
1.76
1.26
0.7159
6/6/2023
56
24,907
3.77
3.34
2.70
2.17
0.8859
0.8037
0.8477
1.64
1.18
0.7195
6/7/2023
6/8/2023
57
57
26,425
34,355
3.89
4.47
3.40
3.85
2.87
3.09
2.31
2.49
0.8740
0.8613
0.8049
0.8058
0.8426
0.8362
1.61
1.99
1.16
1.38
0.7205
0.6935
6/9/2023
57
14,892
4.64
4.02
3.34
2.73
0.8664
0.8174
0.8448
1.96
1.42
0.7245
6/10/2023
57
16,858
4.24
3.71
3.36
2.71
0.8750
0.8065
0.8470
1.77
1.29
0.7288
6/11/2023
6/12/2023
6/13/2023
6/14/2023
57
57
57
57
24,877
23,110
40,278
21,563
3.74
4.13
4.22
4.54
3.30
3.40
3.72
3.93
3.30
3.38
3.20
3.02
2.70
2.72
2.58
2.46
0.8824
0.8232
0.8815
0.86561
0.8182
0.8047
0.8063
0.8146
0.8564
0.8156
0.8497
0.8405
1.81
1.84
1.96
1.68
1.28
1.22
1.34
1.22
0.7072
0.6630
0.6837
0.7262
6/15/2023
57
19,486
4.47
3.84
j 3.05
2.46
0.8591
0.8066
0.8347
1.77
1.28
0.7232
6/16/2023
57
34,318
4.18
3.64
2.39
1.94
0.8708
0.8117
0.8377
1.76
1.28
0.7273
6/17/2023
57
33,072
4.74
4.11
2.61
2.10
0.8671
0.8046
0.8316
1.75
1.28
0.7314
6/18/2023
57
36,749
4.66
4.10
2.78
2.25
0.8798
0.8094
0.8404
1.80
1.33
0.7389
6/19/2023
57
25,443
4.66
3.95
2.34
1.87
0.8476
0.7991
0.8209
1.84
1.33
0.7228
6/20/2023
57
26,571
5.05
4.11
3.01
2.42
0.8139
0.8040
0.8085
1.83
1.33
0.7268
6/21/2023
57
33,702
5.04
4.07
2.76
2.25
0.8075
0.8152
0.8118
1.80
1.31
0.7278
6/22/2023
57
49,343
4.51
3.73
2.59
2.09
0.8271
0.8069
0.8158
1.83
1.31
0.7158
6/23/2023
6/24/2023
6/25/2023
6/26/2023
57
57
57
57
26,576
20,397
32,289
34,112
4.25
4.13
3.95
3.27
3.56
3.54
3.47
2.91
2.56
2.80
3.18
2.78
2.04
2.24
2.56
2.22
0.8376
0.85711
0.8785
0.8899
0.7969
0.8000
0.8050
0.7986
0.8151
0.8279
0.8450
0.8427
1.88
1.99
1.81
1.72
1.36
1.41
1.31
1.27
0.7234
0.7085
0.7238
0.7384
6/27/2023
6/28/2023
58
58
40,720
28,339
4.18
4.50
3.56
3.84
2.27
2.76
1.81
2.20
0.8517
0.8533
0.7974
0.7971
0.8193
0.8219
1.78
1.82
1.28
1.29
0.7191
0.7088
6/29/2023
6/30/2023
56
56
30,970
29,694
4.40
4.05
3.81
3.49
2.95
2.82
2.37
2.25
0.8659
0.8617
0.8034
0.7979
0.8328L1.72
0.8276
1.30
1.24
0.7222
0.7209
Total
1,768.95
53.13
127.56
109.74
87.00
70.10
25.85
24.17
25.03
53.13
38.19
21.58
Samples
31
30
30
30
0
0
30
30
30
30
30
90
30
30
Average
57
30,156
4.25
3.66
2.90
2.34
0.8615
0.8055
0.8344
1.77
1.27
0.7193
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
7/1/2023 to 7/31/2023
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig
VSR,
Daily
AMBM
%
1368
7/1/2023
42
7.6000
1.95
181.1
36,095
21,296
0
41
7/2/2023
28
7.6000
2.08
268.6
47,181
33,602
0
29
7/3/2023
49
7.6000
1.99
156.7
46,360
18,950
0
59
7/4/2023
109
7.6000
2.00
69.9
43,293
8,453
0
80
7/5/2023
55
7.6000
1.86
139.2
39,768
15,789
0
60
7/6/2023
49
7.6000
1.87
154.8
49,032
17,042
0
65
7/7/2023
40
7.6000
1.96
188.9
40,683
22,056
0
46
7/8/2023
66
7.6000
2.06
114.7
43,358
13,966
0
68
7/9/2023
34
7.6000
1.87
225.4
51,899
25,942
0
50
7/10/2023
52
7,6000
2.03
146.2
50,710
17,314
0
66
7/11/2023
48
7.6000
2.00
157.6
41,784
18,664
0
55
7/12/2023
43
7.6000
2.05
176.2
43,267
21,014
0
51
7/13/2023
49
7.6000
1.98
153.9
44,032
17,841
0
59
7/14/2023
55
7.6000
2.00
139.2
52,338
16,485
0
69
7/15/2023
32
7.6000
1.94
236.4
50,715
27,405
0
46
7/16/2023
68
7.6000
2.02
111.0
43,525
13,146
0
70
7/17/2023
36
7.6000
1.95
212.6
46,084
24,646
0
47
7/18/20 33
43
7.6000
1.98
178.3
45,359
20,967
0
54
7/19/2023
43
7.6000
1.96
174.8
49,918
20,410
0
59
7/20/2023
49
7.6000
1.94
155.7
45,536
18,050
0
60
7/21/2023
36
7.6000
1.90
210.8
43,992
23,734
0
46
7/22/2023
91
7.6000
1.93
83.2
45,121
9,645
0
79
7/23/2023
31
7.6000
1.89
242.5
43,732
27,303
0
38
7/24/2023
83
7.6000
2.13
91.1
44,530
11,549
0
74
7/25/2023
50
7.6000
1.96
152.7
45,498
17,702
0
61
7/26/2023
56
7.6000
1.97
135.7
41,664
15,844
0
62
7/27/2023
53
7.6000
1.92
144.3
48,176
16,608
0
66
7/28/2023
39
7.6000
2.82
195.1
50,349
30,590
0
39
7/29/2023
43
7.6000
2.09
177.6
47,797
22,070
0
54
7/30/2023
51
7.6000
1.96
149.9
45,371
17,502
0
61
7/31/2023
46
7.6000
1.93
166.2
43,147
19,267
0
55
Total
1,568.78
235.60
61.99
5,090.30
1,410,314.00
604,852.00
0.00
1,769.38
Samples
31
31
31
31
31
31
31
31
Average
50.61
7.6000
2.00
164.2
45,494
19,511
0
57
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
7/1/2023 to 7/31/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
7/1/2023
99
99
99
99
98
100
7/2/2023
98
99
99
99
99
100
7/3/2023
98
99
99
99
98
99
7/4/2023
98
100
98
98
98
98
7/5/2023
99
100
99
98
99
99
7/6/2023
99
100
99
98
99
98
7/7/2023
99
99
99
99
98
98
7/8/2023
98
99
99
99
99
98
7/9/2023
98
98
98
99
98
99
7/10/2023
98
98
98
98
98
100
7/11/2023
99
99
99
99
99
99
7/12/2023
99
99
99
99
98
99
7/13/2023
99
99
99
99
99
99
7/14/2023
99
98
98
99
99
99
7/15/2023
99
98
98
98
98
98
7/16/2023
99
98
98
98
98
98
7/17/2023
98
99
98
98
99
98
7/18/2023
98
99
100
98
98
98
7/19/2023
98
98
100
98
98
98
7/20/2023
98
99
99
98
98
98
7/21 /2023
98
99
99
98
99
99
7/22/2023
99
99
98
98
99
99
7/23/2023
99
99
98
99
99
99
7/24/2023
99
100
99
99
99
99
7/25/2023
99
99
99
98
99
99
7/26/2023
99
99
98
99
99
99
7/27/2023
99
99
98
99
99
99
7/28/2023
99
99
98
98
99
99
7/29/2023
99
99
98
98
99
99
7/30/2023
99
98
98
98
99
99
7/31 /2023
99
98
98
98
99
99
Total
3,058.00
3,065.00
3,056.00
3,052
3,057
3,062
Samples
31
31
31
31
31
31
Average
99
99
99
98
99
99
Average Digester Temperature: 99 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
7/1/2023 to 7/31/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
a/"
18
Thicke
ned
Sludge
n/n
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
' 7
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
%
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
7/1 /2023
1370
56
136
29,452
132
2.40
133
2.28
134
135
181
2.92
182
2.30
683
0.9500
684
0.7877
32
0.8694
136
1.95
137
1.41
1321
0.7231
7/2l2023
56
46,595
4.15
3.64
2.89
2.30
0.8771
0.7958
0.8358
2.08
1.50
0.7212
7/3/2023
56
26,007
4.20
3.59
2.77
2.20
0.8548
0.7942
0.8239
1.99
1.45
0.7286
7/4/2023
56
11,659
3.86
3.33
2.90
2.30
0.8627
0.7931
0.8287
2.00
1.45
0.7250
7/5l2023
56
21,593
3.51
3.05
3.16
2.52
0.8689
0.7975
0.8366
1.86
1.36
0.7312
7/6/2023
56
24,142
5.52
4,21
2.72
2.15
0.7627
0.7904
0.7772
1.87
1.32
0.7059
7/7/2023
57
30,878
4.26
3.30
2.54
2.00
0.7746
0.7874
0.7812
1.96
1.40
0.7143
7/8/2023
57
19,706
4.22
3.47
3.10
2.46
0.8223
0.7935
0.8089
2.06
1.46
0.7087
7/9/2023
57
35,153
5.70
4.33
2.95
2.36
0.7596
0.8000
0.7803
1.87
1.38
0.7380
7/10/2023
57
24,752
7.11
4.70
3.06
2.41
0.6610
0.7876
0.7255
2.03
1.42
0.6995
7/11/2023
7/12/2023
57
57
26,288
30,125
4.84
4.58
3.80
3.84
2.96
2.92
2.34
2.31
0.7851
0.8384
0.7905
0.7911
0.7880
0.8131
2.00
2.05
1.42
1.43
0.7100
0.6976
7/13/2023
57
25,414
4.89
4.06
2.76
2.20
0.8303
0.7971
0.8124
1.98
1.39
0.7020
7/14/2023
57
23,219
5.68
4.72
2.64
2.09
0.8310
0.7917
0.8091
2.00
1.42
0.7100
7/15/2023
7/16/2023
57
57
38,249
18,700
5.42
4.09
4.26
3.38
2.65
2.91
2.11
2.30
0.7860
0.8264
0.7962
0.7904
0.7916
0.8076
1.94
2.02
1.39
1.42
0.7165
0.7030
7/17/2023
7/18/2023
7/19/2023
57
57
57
34,575
29,443
28,574
5.14
4.70
5.22
4.27
3.94
4.37
3.17
2.83
2.74
2.52
2.25
2.17
0.8307
0.8383
0.8372
0.7950
0.7951
0.7920
0.8137
0.8170
0.8135
1.95
1.98
1.96
1.39
1.41
1.40
0.7128
0.7121
0.7143
7/20/2023
57
25,192
4.26
3.63
2.28
1.82
0.8521
0.7982
0.8218
1.94
1.39
0.7165
7/21/2023
57
33,403
4.30
3.69
2.94
2.34
0.8581
0.7959
0.8294
1.90
1.35
0.7105
7/22/2023
57
13,392
3.95
3.39
3.22
2.58
0.8012
0.8325
1.93
1.39
0.7202
7/23/2023
57
38,224
4.11
3.53
3.20
2.55
0.7969
0.8310
1.89
1.35
0.7143
7/24/2023
7/25/2023
7/26/2023
7/27/2023
57
57
57
58
16,183
24,961
22,295
23,106
4.54
5.11
4.39
5.10
3.60
4.21
3.69
4.22
3.07
3.30
3.19
2.96
2.45
2.64
2.55
2.36
rO.8405
0.8275
0.7980
0.8000
0.7994
0.7973
0.7954
0.8139
0.8230
0.8135
2.13
1.96
1.97
1.92
1.52
1.39
1.40
1.38
0.7136
0.7092
0.7107
0.7188
7/28/2023
58
45,885
4.78
4.01
3.09
2.46
0.8389
0.7961
0.8196
2.82
1.88
0.6667
7/29/2023
7/30/2023
58
58
30,957
24,503
4.32
4.55
3.67
3.81
3.19
3.26
2.56
2.59
0.8495
0.8374
0.8025
0.7945
0.8275
0.8175
2.09
1.96
1.49
1.40
0.7129
0.7143
7/31/2023
58
26,752
4.44
3.77
3.30
2.63
0.8491
0.7970
0.8255
1.93
1.39
0.7202
Total T1,768-95
Samples
31
61.99
31
143.34
31
117.76
31
0
0
91.59
31
72.82
31
25.68
31
24.64
31
25.18
31
61.99
93
44.15
31
22.10
31
Average
57
27,399
4.62
3.80
2.95
2.35
0.8285
0.7949
0.8124
2.00
1.42
0.7130
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
8/1/2023 to 8/31/2023
Date
Dig SRT
days
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig Vol lb
Transfer PDSI
Vol lb/d Vol lb/d
423 424
Dig %
VSR,
Daily
AMBM
1368
8/1/2023
48
7.6000
2.12
157.8
38,248
19,741 0
48
8/2/2023
53
7.6000
2.28
143.1
40,593
19,453 0
52
8/3/2023
67
7.6000
2.21
113.1
44,249
14,149 0
68
8/4/2023
38
7.6000
2.07
198.4
47,457
24,323 0
49
8/5/2023
57
7.6000
2.07
132.4
49,653
16,232 0
67
8/6/2023
69
7.6000
2.02
110.3
47,468
13,523 0
72
8/7/2023
48
7.6000
2.18
159.9
45,602
20,270 0
56
8/8/2023
59
7.6000
2.08
128.2
45,475
15,824 0
65
8/9/2023
56
7.6000
2.11
136.4
41,548
17,177 0
59
8/10/2023
81
7.6000
1.99
93.7
39,937
10,862 0
73
8/11/20 3
-36
7.6000
2.16
209.1
54,688
26,158 0
52
8/12/2023
49
7.6000
2.01
156.7
53,697
18,688 0
65
8/13/2023
39
7.6000
2.68
196.8
44,568
29,379 0
34
8/14/2023
71
7.6000
2.14
106.3
34,029
13,564 0
60
8/15/2023
39
7.6000
2.72
194.4
42,133
28,373 0
33
8/16/2023
43
7.6000
2.15
178.3
42,809
22,751 0
47
8/17/2023
8/18/2023
69
37
7.6000
7.6000
2.02
2.02
109.6
204.0
45,602
43,174
13,254 0
24,670 0
71
43
8/19/2023
7.6000
0.0
46,189
0 0
100
8/20/2023
48
7.6000
2.06
158.5
50,237
19,696 0
61
8/21/2023
24
7.6000
2.01
322.0
34,317
38,671 0
-13
8/22/2023
8/23/2023
8/24/2023
113
36
36
7.6000
7.6000
7.6000
2.03
1.96
2.38
67.4
211.0
209.1
34,207
39,746
46,626
8,263 0
24,988 0
28,600 0
76
37
39
8/25/2023
46
7.6000
2.12
164.4
41,954
20,566 0
51
8/26/2023
8/27/2023
8/28/2023
8/29/2023
42
57
112
41
7.6000
7.6000
7.6000
7.6000
2.19
2.26
2.23
1.88
179.7
132.2
67.8
184.6
39,672
39,228
38,054
37,424
23,380 0
19,184 0
8,934 0
22,478 0
41
51
77
40
8/30/2023
8/31/2023
23
7.6000
7.6000
1 1.99
0.0 1
327.5
44,770
43,506
0 0
38,785 0
100
11
Total
1,539.16
235.60
62.14
4,752.70
1,336,860.00
601,936.00
0.00
1,683.36
Samples
29
31
29
31
31
31
31
31
Average
53.00
7.6000
2.14
153.3
43,125
19,417
0
54
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
8/1/2023 to 8/31/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#STemp
Deg F
386
Dig#8Temp
Deg F
387
8/1 /2023
99
99
98
98
99
99
8/2/2023
98
99
99
98
99
99
8/3/2023
98
99
99
98
99
98
8/4/2023
8/5/2023
98
98
98
99
98
99
99
98
99
98
99
98
8/6/2023
8/7/2023
99
99
98
98
99
99
98
99
98
99
99
99
8/8/2023
98
99
98
99
98
99
8/9/2023
99
99
98
98
99
100
8/10/2023
99
98
99
98
99
100
8/11/2023
98
98
98
98
98
100
8/12/2023
98
99
98
98
98
99
8/13/2023
98
99
99
98
98
99
8/14/2023
98
99
99
98
98
98
8/15/2023
98
99
98
98
98
98
8/16/2023
98
98
98
98
98
98
8/17/2023
100
98
98
99
98
98
8/18/2023
99
98
99
99
99
98
8/19/2023
99
98
99
99
98
98
8/20/2023
99
98
99
99
99
98
8/21/2023
99
98
99
98
99
99
8/22/2023
99
98
98
98
99
98
8/23/2023
99
98
98
98
99
98
8/24/2023
8/25/2023
98
98
98
98
98
98
98
98
98
98
98
98
8/26/2023
98
98
99
98
98
98
8/27/2023
99
98
99
98
98
98
8/28/2023
98
98
99
99
98
99
8/29/2023
98
98
99
99
98
98
8/30/2023
99
98
98
99
98
98
8/31 /2023
98
98
98
98
98
98
Total
3,053.00
3,048.00
3,054.00
3,048
3,050
3,054
Samples
Average
31
98
31
98
31
99
31
98
31
98
31
99
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
8/1/2023 to 8/31/2023
Dig
Transfe
11
11 Raw
18
18
21
21
11
21
Dig
Dig
DigTr
Transfe
%VSR
r lb
RawSlu
Sludge
Thicke
Thicke
GBSI
GBSI
Raw
Volatile
Feed
Transf
ans
r
90 day
%TS
d %TS
%VTS
ned
ned
%TS
%VT
Slud
Fractio
%TVS
er
%VTS
Sludge
AMBM
Sludge
Sludge
S
ge
n
%TS
%TVs
n/mn
n1vrm
nl-
%
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
8/1/2023
56
27,900
3.92
3.34
3.13
2.51
0.8520
0.8019
0.8288
2.12
1.50
0.7075
8/2/2023
56
27,211
4.47
3.83
2.85
2.29
0.8568
0.8035
0.8287
2.28
1.63
0.7149
8/3/2023
56
20,846
4.81
4.03
3.18
2.56
0.8378
0.8050
0.8200
2.21
1.50
0.6787
8/4/2023
56
34,251
5.82
4.70
3.47
2.80
0.8076
0.8069
0.8072
2.07
1.47
0.7101
8/5/2023
56
22,857
5.98
4.88
3.48
2.78
0.8161
0.7989
0.8078
2.07
1.47
0.7101
8/6/2023
56
18,582
5.39
4.54
3.56
2.88
0.8423
0.8090
0.8274
2.02
1.47
0.7277
8/7/2023
57
29,072
5.50
4.59
3.51
2.84
0.8345
0.8091
0.8224
2.18
1.52
0.6972
8/8/2023
57
22,239
5.74
4.78
3.46
2.81
0.8328
0.8121
0.8227
2.08
1.48
0.7115
8/9/2023
57
24,003
5.08
4.29
3.44
2.79
0.8445
0.8110
0.8287
2.11
1.51
0.7156
8/10/2023
57
15,551
5.04
4.24
3.38
2.72
0.8413
0.8047
0.8260
1.99
1.39
0.6985
8/11/2023
57
37,668
4.98
4.07
2.78
2.24
0.8173
0.8058
0.8114
2.16
1.50
0.6944
8/12/2023
57
26,268
4.91
4.11
3.00
2.39
0.8371
0.7967
0.8171
2.01
1.43
0.7114
8/13/2023
57
43,987
3.95
3.38
3.09
2.49
0.8557
0.8058
0.8328
2.68
1.79
0.6679
8/14/2023
57
18,972
2.68
2.32
2.62
2.11
0.8657
0.8053
0.8380
2.14
1.53
0.7150
8/15/2023
57
44,099
3.79
3.22
2.17
1.76
0.8496
0.8111
0.8300
2.72
1.75
0.6434
8/16/2023
57
31,971
3.58
3.09
3.19
2.60
0.8631
0.8150
0.8415
2.15
1.53
0.7116
8/17/2023
57
18,464
3.95
3.45
3.20
2.60
0.8734
0.8125
0.8461
2.02
1.45
0.7178
8/18/2023
57
34,367
3.88
3.37
2.86
2.33
0.8686
0.8147
0.8444
2.02
1.45
0.7178
8/19/2023
57
0
4.05
3.52
3.02
2.44
0.8691
0.8079
0.8435
8/20/2023
57
27,231
4.37
3.78
3.16
2.59
0.8650
0.8196
0.8480
2.06
1.49
0.7233
8/21/2023
57
53,978
3.06
2.72
3.10
2.54
0.8889
0.8194
0.8584
2.01
1.44
0.7164
8/22/2023
57
11,411
3.87
3.37
2.78
2.29
0.8708
0.8237
0.8456
2.03
1.47
0.7241
8/23/2023
57
34,491
4.26
3.72
2.90
2.40
0.8732
0.8276
0.8502
1.96
1.42
0.7245
8/24/2023
57
41,505
4.27
3.70
2.82
2.33
0.8665
0,8262
0.8465
2.38
1.64
0.6891
8/25/2023
57
29,067
4.22
3.58
3.49
2.87
0.8483
0.8223
0.8366
2.12
1.50
0.7075
8/26/2023
57
32,821
4.17
3.60
3.65
2.96
0.8633
0.8110
0.8419
2.19
1.56
0.7123
8/27/2023
58
24,918
3.98
3.46
3.40
2.79
0.8693
0.8206
0.8487
2.26
1.74
0.7699
8/28/2023
58
12,610
3.64
3.17
3.29
2.70
0.8709
0.8207
0.8483
2.23
1.58
0.7085
8/29/2023
55
28,944
3.80
3.32
2.97
2.44
0.8737
0.8215
0.8502
1.88
1.46
0.7766
8/30/2023
56
0
4.01
3.49
2.78
2.28
0.8703
0.8201
0.8424
8/31/2023
56
54,354
4.20
3.66
3.14
2.58
0.8714
0.8217
0.8461
1.99
1.42
0.7136
Total
1,768.95
62.14
135.37
115.32
96.87
78.71
26.50
25.19
25.89
62.14
44.09
20.62
Samples
31
31
31
31
0
0
31
31
31
31
31
91
29
29
Average
57
27,408
4.37
3.72
3.12
2.54
0.854
0.8126
0.8351
2.14
1.52
0.7109
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
9/1/2023 to 9/30/2023
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSl
Vol lb/d
424
Dig %
VSR,
Daily
AMBM
1368
9/1/2023
52
7.6000
1.96
145.9
38,637
17,279
0
55
9/2/2023
49
7.6000
2.00
154.8
49,467
18,720
0
62
9/3/2023
61
7.6000
2.05
124.5
51,431
15,471
0
70
9/4/2023
33
7.6000
1.99
228.7
46,317
27,466
0
41
9/5/2023
54
7.6000
2.00
140.3
43,278
17,083
0
61
9/6/2023
54
7.6000
2.04
140.8
41,499
17,614
0
58
9/7/2023
44
7.6000
1.92
171.8
45,576
20,203
0
56
9/8/2023
30
7.6000
1.91
256.4
46,493
29,937
0
36
9/9/2023
240
7.6000
1.99
31.7
42,424
3,886
0
91
9/10/2023
31
7.6000
1.98
243.4
48,207
29,637
0
39
9/11/2023
31
7.6000
1.96
243.4
43,390
29,231
0
33
9/12/2023
55
7.6000
1.95
137.3
43,066
16,375
0
62
9/13/2023
53
7.6000
1.94
144.3
45,603
17,210
0
62
9/14/2023
74
7.6000
1.94
103.0
45,052
12,112
0
73
9/15/2023
35
7.6000
1.99
217.7
46,287
26,326
0
43
9/16/2023
37
7.6000
1.90
205.9
46,587
24,041
0
48
9/17/2023
40
7.6000
1.97
187.7
73,490
22,855
0
69
9/18/2023
51
7.6000
1.98
147.6
77,380
17,849
0
77
9/19/2023
68
7.6000
1.98
111.0
50,528
13,146
0
74
9/20/2023
82
7.6000
1.81
92.6
45,669
10,271
0
78
9/21/2023
43
7.6000
2.00
177.6
51,455
21,329
0
59
9/22/2023
36
7.6000
1.97
210.8
61,554
25,844
0
58
9/23/2023
35
7.6000
1.96
216.8
47,400
26,760
0
44
9/24/2023
55
7.6000
1.95
138.7
50,537
17,004
0
66
9/25/2023
43
7.6000
1.98
176.7
44,017
21,368
0
51
9/26/2023
49
7.6000
1.98
155.7
39,866
18,959
0
52
9/27/2023
80
7.6000
1.91
95.1
41,302
11,263
0
73
9/28/2023
67
7.6000
2.17
112.6
41,385
14,838
0
64
9/29/2023
50
7.6000
1.91
152.2
42,683
18,025
0
58
9/30/2023
41
7.6000
1.96
187.4
48,145
22,819
0
53
Total
1,674.25
228.00
59.05
4,852.40
1,438,725.00
584,921.00
0.00
1,763.22
Samples
30
30
30
30
30
30
30
30
Average
55.77
7.6000
1.97
161.7
47,958
19,497
0
59
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
9/1/2023 to 9/30/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#STemp
Deg F
386
Dig#8Temp
Deg F
387
9/1/2023
98
98
99
98
99
99
9/2/2023
98
99
99
98
99
99
9/3/2023
98
99
99
99
99
98
9/4/2023
98
99
98
99
99
98
9/5/2023
98
98
99
99
99
98
9/6/2023
98
98
98
99
99
99
9/7/2023
98
98
98
98
99
98
9/8/2023
100
98
98
98
99
99
9/9/2023
100
98
98
98
99
99
9/10/2023
99
98
98
98
98
98
9/11/2023
98
100
98
98
98
98
9/12/2023
98
99
98
98
98
98
9/13/2023
98
99
98
98
98
100
9/14/2023
98
98
98
98
98
99
9/15/2023
98
98
98
98
98
98
9/16/2023
98
98
98
98
98
98
9/17/2023
98
99
98
98
98
99
9/18/2023
98
98
98
98
98
99
9/19/2023
98
98
99
98
98
98
9/20/2023
98
99
99
98
98
98
9/21 /2023
98
98
98
98
99
100
9/22/2023
98
98
98
98
98
99
9/23/2023
99
98
98
98
98
99
9/24/2023
98
99
98
98
98
99
9/25/2023
98
99
98
98
98
99
9/26/2023
99
98
98
98
98
99
9/27/2023
9/28/2023
98
98
99
98
98
98
98
98
98
98
98
98
9/29/2023
98
98
100
99
98
98
9/30/2023
98
99
99
100
98
98
Total
2,947.00
2,953.00
2,949.00
2,947
2,950
2,957
Samples
30
30
30
30
30
30
Average
98
98
98
98
98
99
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
9/1/2023 to 9/30/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
n1-,
18
Thicke
ned
Sludge
of v� c•
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
nlm T
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
%
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
9/1/2023
56
23,849
3.52
3.14
3.20
2.68
0.8920
0.8375
0.8659
1.96
1.42
0.7245
9/2/2023
56
25,821
4.48
4.02
3.34
2.78
0.8973
0.8323
0.8639
2.00
1.45
0.7250
9/3/2023
56 1
21,286
3.96
3.60
3.29
2.76
0.9091
0.8389 1
0.8705
2.05
1.49
0.7268
9/4/2023
56
37,956
3.49
3.13
3.30
2.76
0.8968
0.8364
0.8620
1.99
1.44
0.7236
9/5/2023
56
23,402
4.07
3.65
3.12
2.63
0.8968
0.8429
0.8644
2.00
1.46
0.7300
9/6/2023
9/7/2023
56
57
23,955
27,510
4.41
4.58
3.79
3.90
3.08
2.79
2.59
2.32
0.8594
0.8515
0.8409
0.8315
0.8483
0.8387
2.04
1.92
1.50
1.41
0.7353
0.7344
9/8/2023
57
40,843
4.50
3.89
2.51
2.09
0.8644
0.8327
0.8435
1.91
1.40
0.7330
9/9/2023
57
5,261
4.49
3.87
2.80
2.34
0.8619
0.8357
0.8467
1.99
1.47
0.7387
9/10/2023
57
40,193
4.98
3.93
2.96
2.45
0.7892
0.8277
0.8137
1.98
1.46
0.7374
9/11/2023
57
39,787
4.34
3.45
2.56
0.7949
0.8205
0.8098
1.96
1.44
0.7347
9/12/2023
57
22,329
4.18
3.49
2.45
0.8349
0.8167
0.8240
1.95
1.43
0.7333
9/13/2023
9/14/2023
9/15/2023
57
57
57
23,347
16,665
36,131
4.19
4.12
4.47
3.53
3.43
3.79
r2.7
.
2.42
2.28
2.34
0.8425
0.8325
0.8479
0.8231
0.8201
0.8239
0.8313
0.8248
0.8334
1.94
1.94
1.99
1.43
1.41
1.45
0.7371
0.7268
0.7286
9/16/2023
57
32,627
4.36
3.73
3.06
2.50
0.8555
0.8170
0.8343
1.90
1.40
0.7368
9/17/2023
57
30,839
4.21
3.65
3.11
2.56
0.8670
0.8232
0.8506
1.97
1.46
0.7411
9/18/2023
57
24,373
4.01
3.51
3.25
2.66
0.8753
0.8185
0.8568
1.98
1.45
0.7323
9/19/2023
57
18,330
3.66
3.17
3.28
2.70
0.86611
0.8232
0.8480
1.98
1.42
0.7172
9/20/2023
57
13,978
4.02
3.49
3.08
0.8182
0.8434
1.81
1.33
0.7348
9/21/2023
57
29,624
3.99
3.46
3.21
8672
0.8224
0.8459
2.00
1.44
0.7200
9/22/2023
57
34,634
4.25
3.71
2.72
8729
0.8235
0.8487
1.97
1.47
0.7462
9/23/2023
9/24/2023
9/25/2023
57
57
57
35,439
22,557
29,179
4.09
4.17
4.06
3.58
3.68
3.57
2.85
2.78
3.21
T86828682
8753
.8825
.8793
0.8246
0.8273
0.8287
0.8472
0.8533
0.8528
1.96
1.95
1.98
1.48
1.47
1.45
0.7551
0.7538
0.7323
9/26/2023
57
25,711
4.00
3.48
2.58
.8700
0.8256
0.8446
1.98
1.46
0.7374
9/27/2023
9/28/2023
9/29/2023
58
58
57
15,149
20,378
24,245
4.08
4.02
4.41
3.53
3.46
3.80
3.06
2.62
3.20
.8652
.8607
.8617
0.8301
0.8282
0.8375
0.8455
0.8412
0.8485
1.91
2.17
1.91
1.420.7435
1.58
1.42
0.7281
0.7435
9/30/2023
57
30,633
4.95
4.23
3.18
2.64
0.8545
0.8302
0.8419
1.96
1.46
0.7449
Total
1,768.95
59.05
126.06
108.66
90.26
74.74
25.89
24.84
25.34
59.05
43.37
22.04
Samples
31
30
30
30
0
0
30
30
30
30
30
90
30
30
Average
57
26,534
4.20
3.62
3.01
2.49
0.8631
0.8280
0.8448
1.97
1A5
0.7345
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
10/1/2023 to 10/31/2023
Date
Dig SRT
days
483
Dig Vol
MG
529
Dig
Transfer
'%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig %
VSR,
Daily
AMBM
1368
10/1/2023
71
7.6000
2.05
107.0
45,457
13,386
0
71
10/2/2023
56
7.6000
1.92
135.3
37,917
16,249
0
57
10/3/2023
49
7.6000
1.98
156.2
48,715
19,020
0
61
10/4/2023
71
7.6000
1.96
106.3
47,844
12,944
0
73
10/5/2023
39
7.6000
1.91
196.5
45,928
23,271
0
49
10/6/2023
319
7.6000
1.93
23.8
56,514
2,858
0
95
10/7/2023
31
7.6000
1.97
242.7
59,366
29,552
0
50
10/8/2023
33
7.6000
1.95
228.2
55,011
27,787
0
49
10/9/2023
35
7.6000
1.96
217.3
54,457
26,641
0
51
10/10/2023
47
7.6000
1.97
163.4
54,969
20,033
0
64
10/11/2023
50
7.6000
1.95
153.2
52,238
18,526
0
65
10/12/2023
35
7.6000
1.92
216.3
50,094
25,977
0
48
10/13/2023
32
7.6000
1.95
238.5
62,046
29,041
0
53
10/14/2023
41
7.6000
2.09
187.4
65,313
23,444
0
64
10/15/2023
32
7.6000
2.00
236.2
63,841
29,155
0
54
10/16/2023
71
7.6000
1.98
107.0
40,617
13,118
0
68
10/17/2023
29
7.6000
2.00
262.5
51,962
32,182
0
38
10/18/2023
42
7.6000
1.83
181.6
47,827
21,809
0
54
10/19/2023
49
7.6000
2.07
155.3
52,500
19,817
0
62
10/20/2023
36
7.6000
2.00
212.6
55,957
26,242
0
53
10/21 /2023
31
7.6000
2.01
242.7
61,478
29,957
0
51
10/22/2023
36
7.6000
2.01
209.1
56,010
25,810
0
54
10/23/2023
49
7.6000
2.27
156.0
56,092
21,597
0
61
10/24/2023
43
7.6000
2.09
178.3
41,021
22,900
0
44
10/25/2023
7.6000
0.0
53,772
0
0
100
10/26/2023
7.6000
0.0
52,725
0
0
100
10/27/2023
137
7.6000
2.08
55.5
51,972
7,036
0
86
10/28/2023
32
7.6000
2.04
237.6
54,001
29,724
0
45
10/29/2023
25
7.6000
1.99
307.0
47,693
37,126
0
22
10/30/2023
27
7.6000
2.02
280.9
43,710
34,438
0
21
10/31/2023
25
7.6000
1.96
305.9
44,087
36,227
0
18
Total
1,571.90
235.60
57.86
5,500.30
1,611,134.00
675,867.00
0.00
1,783.53
Samples
29
31
29
31
31
31
31
31
Average
54.24
7.6000
2.00
177.4
51,972
21,802
0
57
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
10/1/2023 to 10/31/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#STemp
Deg F
386
Dig#8Temp
Deg F
387
10/1/2023
97
98
99
100
97
97
10/2/2023
97
98
98
99
98
98
10/3/2023
97
97
98
99
98
98
10/4/2023
98
98
97
98
98
98
10/5/2023
98
99
96
98
98
99
10/6/2023
98
98
97
97
98
99
10/7/2023
97
97
98
98
98
98
10/8/2023
98
97
98
98
98
98
10/9/2023
98
98
98
97
99
98
10/10/2023
98
98
98
98
99
98
10/11/2023
98
99
98
98
99
99
10/12/2023
98
98
98
98
99
98
10/13/2023
98
98
98
98
99
98
10/14/2023
98
98
98
98
98
98
10/15/2023
98
98
98
98
98
98
10/16/2023
98
98
98
98
98
98
10/17/2023
98
98
98
98
98
98
10/18/2023
98
98
98
98
98
99
10/19/2023
98
98
98
98
98
98
10/20/2023
98
98
98
98
98
98
10/21 /2023
98
98
98
98
98
98
10/22/2023
98
98
98
98
98
98
10/23/2023
98
98
98
98
98
98
10/24/2023
98
98
98
99
98
98
10/25/2023
98
98
98
99
98
98
10/26/2023
99
98
98
98
98
98
10/27/2023
98
98
98
98
98
98
10/28/2023
99
98
98
98
98
99
10/29/2023
98
99
98
98
98
99
10/30/2023
99
99
98
98
98
98
10/31/2023
98
98
98
98
98
98
Total�]
3,037.00
3,039.00
3,035.00
3,042
3,042
3,043
Samples
31
31
31
31
31
31
Average
98
98
98
98
98
98
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
10/1/2023 to 10/31/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
ni mn
18
Thicke
ned
Sludge
n1.-n
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
W-1
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
10/1/2023
56
18,294
3.93
3.38
3.32
2.72
0.8601
0.8193
0.8408
2.05
1.50
0.7317
10/2/2023
56
21,665
3.21
2.74
3.16
2.60
0.8536
0.8228
0.8381
1.92
1.44
0.7500
10/3/2023
56
25,794
4.94
4.20
2.98 1
2.45
0.8502
0.8221
0.8344
1.98
1.46
0.7374
10/4/2023
56
17,376
4.56
3.98
2.70
2.25
0.8728
0.8333
0.8501
1.96
1.46
0.7449
10/5/2023
56
31,301
3.93
3.40
2.74
2.26
0.8651
0.8248
0.8415
1.91
1.42
0.7435
10/6/2023
56
3,831
4.61
4.01
2.34
1.94
0.8698
0.8291
0.8455
1.93
1.44
0.7461
10/7/2023
57
39,875
4.33
3.74
2.66
2.19
0.8637
0.8233
0.8410
1.97
1.46
0.7411
10/8/2023
57
37,112
4.55
3.91
2.84
2.34
0.8593
0.8239
0.8400
1.95
1.46
0.7487
10/9/2023
57
35,521
4.75
4.08
2.88
2.36
0.8589
0.8194
0,8368
1.96
1.47
0.7500
10/10/2023
57
26,846
4.80
4.17
2.87
2.37
0.8688
0.8258
0.8442
1.97
1.47
0.7462
10/11/2023
57
24,915
4.35
3.78
2.96
2.45
0.8690
0.8277
0.8465
1.95
1.45
0.7436
10/12/2023
57
34,636
4.71
3.77
2.79
2.32
0.8004
0.8315
0.8172
1.92
1.44
0.7500
10/13/2023
57
38,787
5.30
4.22
3.10
2.56
0.7962
0.8258
0.8124
1.95
1.46
0.7487
10/14/2023
57
32,665
4.78
3.95
2.88
2.35
0.8264
0.8160
0.8212
2.09
1.50
0.7177
10/15/2023
57
39,398
4.51
3.81
3.32
2.71
0.8448
0.8163
0.8328
2.00
1.48
0.7400
10/16/2023
57
17,669
2.47
2.17
3.04
2.48
0.8785
0.8158
0.8479
1.98
1.47
0.7424
10/17/2023
57
43,785
4.56
3.83
2.77
2.28
0.8399
0.8231
0.8301
2.00
1.47
0.7350
10/18/2023
57
27,716
4.33
3.67
2.92
2.40
0.8476
0.8219
0.8330
1.83
1.44
0.7869
10/19/2023
57
26,811
4.26
3.67
3.12
2.55
0.86151
0.8173
0.8376
2.07
1.53
0.7391
10/20/2023
57
35,462
4.36
3.78
3.06
2.52
0.8670
0.8235
0.8446
2.00
1.48
0.7400
10/21/2023
57
40,685
4.42
3.75
3.10
2.55
0.8484
0,8226
0.8364
2.01
1.48
0.7363
10/22/2023
57
35,052
3.62
3.13
3.34
2.74
0.8646
0.8204
0.8456
2.01
1.48
0.7363
10/23/2023
57
29,534
3.59
3.10
3.26
2.70
0.8635
0.8282
0.8494
2.27
1.66
0.7313
10/24/2023
57
31,079
4.28
3.65
3.23
1.13
0.8528
0.3498
0.6247
2.09
1.54
0.7368
10/25/2023
57
0
4.30
3.66
2.86
2.37
0.85121
0.8287
0.8395
10/26/2023
57
0
4.19
3.59
3.18
2.62
0.8568
0.8239
0.8406
10/27/2023
58
9,628
4.14
3.52
3.34
2.74
0.8502
0.8204
0.8347
2.08
1.52
0.7308
10/28/2023
58
40,424
4.13
3.54
3.23
2.68
0.8571
0.8297
0.8431
2.04
1.50
0.7353
10/29/2023
58
50,952
3.18
2.79
3.07
2.48
0.8774
0.8078
0.8427
1.99
1.45
0.7286
10/30/2023
57
47,323
3.16
2.75
2.66
2.14
0.8703
0.8045
0.8344
2.02
1.47
0.7277
10/31/2023
57
50,004
3.38
2.91
2.75
2.23
0.8609
0.8109
0.8333
1.96
1.42
0.7245
Total
1,768.95
57.86
129.63
110.65
92.47
74.48
26.51
25.01
25.76
57.86
42.82
21.47
Samples
31
31
31
31
0
0
31
31
31
31
31
91
29
29
Average
57
29,488
4.18
3.57
2.98
2.40
0.8551
0.8068
0.8310
2.00
1.48
0.7404
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
11/1/2023 to 11/30/2023
Date
Dig SRT
days
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig
VSR,
Daily
AMBM
1368
11/1/2023
36
7.6000
1.94
211.9
48,887
24,918
0
49
11/2/2023
31
7.6000
1.90
248.5
48,666
28,808
0
41
11/3/2023
33
7.6000
1.94
233.6
50,823
28,054
0
45
11/4/2023
45
7.6000
1.95
167.6
52,413
19,849
0
62
11/5/2023
39
7.6000
1.97
196.8
52,979
23,635
0
55
11/6/2023
113
7.6000
2.48
67.4
73,838
9,444
0
87
11/7/2023
26
7.6000
2.00
287.4
59,035
34,995
0
41
11/8/2023
37
7.6000
1.97
206.1
53,064
24,924
0
53
11/9/2023
41
7.6000
1.98
186.7
62,420
22,733
0
64
11/10/2023
36
7.6000
1.92
214.0
59,821
25,344
0
58
11/11/2023
27
7.6000
2.02
277.9
50,616
34,997
0
31
11/12/2023
42
7.6000
1.95
180.0
48,283
21,617
0
55
11/13/2023
46
7.6000
1.95
163.9
37,763
19,410
0
49
11/14/2023
41
7.6000
1.89
186.0
41,771
21,717
0
48
11/15/2023
57
7.6000
1.93
132.4
49,725
15,680
0
68
11/16/2023
44
7.6000
1.90
172.5
47,997
19,997
0
58
11/17/2023
32
7.6000
1.74
234.8
47,429
25,065
0
47
11/18/2023
42
7.6000
1.80
181.6
45,574
19,992
0
56
11/19/2023
46
7.6000
1.91
164.6
47,928
19,081
0
60
11/20/2023
43
7.6000
2.00
176.5
46,095
21,639
0
53
11 /21 /2023
129
7.6000
1.44
58.8
50,143
5,149
0
90
11/22/2023
53
7.6000
1.88
142.7
51,306
16,543
0
68
11/23/2023
36
7.6000
1.82
213.8
42,379
24,072
0
43
11/24/2023
44
7.6000
1.84
174.6
43,261
19,804
0
54
11/25/2023
63
7.6000
1.81
120.5
47,222
13,567
0
71
11/26/2023
30
7.6000
1.74
252.5
39,034
26,534
0
32
11/27/2023
67
7.6000
1.80
113.1
38,972
12,451
0
68
11/28/2023
66
7.6000
1.76
114.9
38,349
12,266
0
68
11/29/2023
47
7.6000
1.79
160.2
43,339
17,369
0
60
11/30/2023
31
7.6000
1.77
247.8
44,799
26,866
0
40
Total
1,423.17
228.00
56.79
5,489.10
1,463,931.00
636,520.00
0.00
1,674.58
Samples
30
30
30
30
30
30
30
30
Average
47.43
7.6000
1.89
183.0
48,798
21,217
0
56
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
11/1/2023 to 11/30/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#STemp
Deg F
386
Dig#8Temp
Deg F
387
11 /1 /2023
98
98
98
98
98
99
11 /212023
98
99
98
98
99
98
11 /3/2023
98
98
98
98
98
98
11 /4/2023
98
99
98
98
98
98
11 /5/2023
98
98
98
98
98
98
11/6/2023
98
98
98
98
98
98
11/7/2023
98
98
97
98
98
98
11 /8/2023
98
97
96
97
97
97
11/9/2023
97
98
96
97
97
95
11/10/2023
98
97
97
97
97
97
11/11/2023
98
98
98
99
98
98
11/12/2023
98
99
98
98
98
98
11/13/2023
99
99
98
99
98
98
11/14/2023
98
99
98
98
98
98
11/15/2023
98
99
98
98
99
98
11 /16/2023
98
98
98
98
98
98
11/17/2023
98
98
98
98
98
97
11/18/2023
97
98
97
98
97
97
11/19/2023
96
97
97
97
96
96
11 /20/2023
96
96
96
96
98
98
11/21/2023
94
95
95
96
98
98
11 /22/2023
96
95
94
96
97
96
11/23/2023
98
97
96
97
97
96
11/24/2023
99
98
99
99
98
98
11/25/2023
100
99
100
99
98
98
11/26/2023
99
99
99
100
98
98
11/27/2023
99
99
98
99
98
99
11 /28/2023
99
98
99
99
98
99
11 /29/2023
99
99
99
99
99
99
11/30/2023
99
100
100
99
99
100
Total
2,937.00
2,940.00
2,929.00
2,939
2,936
2,933
Samples
30
30
30
30
30
30
Average
98
98
98
98
98
98
Average Digester Temperature: 98 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
11/1/2023 to 11/30/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 Raw
Sludge
%VTS
18
Thicke
ned
Sludge
n1-n
18
Thicke
ned
Sludge
a/wm'
21
GBSI
%TS
21
GBSI
%VT
S
11
Raw
Slud
ge
nlm�
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVs
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
1370
136
132
133
134
135
181
182
683
684
32
136
137
1321
11/1/2023
56
34,285
3.85
3.28
2.62
2.13
0.8519
0.8130
0.8293
1.94
1.41
0.7268
11/2/2023
56
39,377
4.20
3.50
2.60
2.10
0.8333
0.8077
0.8191
1.90
1.39
0.7316
11/3/2023
56
37,796
4.17
3.55
2.42
2.00
0.8513
0.8264
0.8366
1.94
1.44
0.7423
11/4/2023
56
27,257
5.43
4.55
3.02
2.43
0.8379
0.8046
0.8185
1.95
1.42
0.7282
11/5/2023
56
32,334
5.46
4.60
3.12
2.51
0.8425
0.8045
0.8205
1.97
1.44
0.7310
11/6/2023
56
13,940
6.11
5.51
3.11
2.51
0.9018
0.8071
0.8580
2.48
1.68
0.6774
11/7/2023
57
47,938
4.76
4.12
3.13
2.54
0.8655
0.8115
0.8406
2.00
1.46
0.7300
11/8/2023
57
33,862
3.76
3.24
2.74
2.23
0.8617
0.8139
0.8384
1.97
1.45
0.7360
11/9/2023
57
30,830
5.02
4.29
2.38
1.96
0.8546
0.8235
0.8372
1.98
1.46
0.7374
11/10/2023
57
34,267
4.66
4.04
2.71
2.22
0.8670
0.8192
0.8420
1.92
1.42
0.7396
11/11/2023
57
46,817
3.41
3.01
3.05
2.53
0.8827
0.8295
0.8575
1 2.02
1.51
0.7475
11/12/2023
57
29,273
3.02
2.68
3.16
2.58
0.8874
0.8165
0.8556
1.95
1.44
0.7385
11/13/2023
57
26,655
2.44
2.17
3.26
2.64
0.8893
0.8098
0.8507
1.95
1.42
0.7282
11/14/2023
57
29,318
3.45
3.03
2.58
2.10
0.8783
0.8140
0.8435
1.89
1.40
0.7407
11/15/2023
57
21,311
4.23
3.67
3.02
2.48
0.8676
0.8212
0.8427
1.93
1.42
0.7358
11/16/2023
57
27,334
4.01
3.44
2.73
2.23
0.8579
0.8168
0.8350
1.90
1.39
0.7316
11/17/2023
57
34,073
3.96
3.39
2.73
2.25
0.85611
0.8242
0.8381
1.74
1.28
0.7356
11/18/2023
57
27,262
4.03
3.47
3.33
2.71
0.8610
0.8138
0.8369
1.80
1.32
0.7333
11/19/2023
57
26,220
4.12
3.64
3.44
2.81
0.8835
0.8169
0.8506
1.91
1.39
0.7277
11/20/2023
57
29,440
3.54
3.15
3.29
2.69
0.8898
0.8176
0.8508
2.00
1.47
0.7350
11/21/2023
57
7,062
4.17
3.55
2.63
1 2.15
0.8513
0.8175
0.8304
1.44
1.05
0.7292
11/22/2023
57
22,374
4.66
3.92
3.16
2.59
0.8412
0.8196
0.8288
1.88
1.39
0.7394
11/23/2023
57
32,452
3.64
3.18
3.21
2.61
0.8736
0.8131
0.8417
1.82
1.35
0.7418
11/24/2023
57
26,793
4.18
3.73
3.18
2.61
0.8923
0.8208
0.8559
1.84
1.36
0.7391
11/25/2023
57
18,190
4.47
4.04
3.30
2.66
0.9038
0.8061
0.8578
1.81
1.35
0.7459
11/26/2023
57
36,642
3.12
2.81
3.33
2.71
0.9006
0.8138
0.8612
1.74
1.26
0.7241
11/27/2023
58
16,979
3.14
2.84
3.14
2.56
0.9045
0.8153
0.8612
1.80
1.32
0.7333
11/28/2023
58
16,865
2.83
2.55
3.07
2.54
0.9011
0.8274
0.8616
1.76
1.28
0.7273
11/29/2023
58
23,916
3.38
3.00
3.08
2.56
0.8876
0.8312
0.8562
1.79
1.30
0.7263
11/30/2023
57
36,580
3.68
3.25
2.92
2.42
0.8832
0.8288
0.8522
1.77
1.30
0.7345
Total
1,768.95
56.79
120.90
105.20
89.46
73.06
26.16
24.51
25.31
56.79
41.57
21.97
Samples
31
30
30
30
0
0
30
30
30
30
30
90
30
30
Average
57
28,915
4.03
3.51
2.98
2.44
0.8720
0.8168
0.8436
1.89
1.39
0.7325
Page 5

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
12/1/2023 to 12/31/2023
Date
Dig SRT
days
483
Dig Vol
MG
529
Dig
Transfer
%TS
%
136
Dig
Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol lb/d
463
Vol lb Dig
Transfer
Vol lb/d
423
Vol lb
PDSI
Vol lb/d
424
Dig %
VSR,
Daily
AMBM
%
1368
12/1/2023
29
7.6000
1.77
264.1
43,889
29,074
0
34
12/2/2023
25
7.6000
1.74
303.5
42,557
33,412
0
21
12/3/2023
45
7.6000
1.77
169.7
40,334
18,682
0
54
12/4/2023
45
7.6000
1.73
170.4
49,451
18,333
0
63
12/5/2023
82
7.6000
1.76
93.0
36,387
10,238
0
72
12/6/2023
7.6000
0.0
43,466
0
0
100
12/7/2023
19
7.6000
1.74
398.9
46,338
42,916
0
ro
7
12/8/2023
36
7.6000
1.76
209.6
45,445
22,725
0
50
12/9/2023
37
7.6000
1.68
204.9
43,958
21,190
52
12/10/2023
35
7.6000
1.77
217.0
52,491
23,165
0
56
12/11/2023
32
7.6000
1.72
236.6
50,433
25,060
0
50
12/12/2023
48
7.6000
1.84
157.8
41,111
17,372
0
58
12/13/2023
124
7.6000
1.83
61.1
39,845
6,726
0
83
12/14/2023
80
7.6000
1.74
95.1
43,980
9,914
0
77
12/15/2023
25
7.6000
1.64
309.1
44,619
30,677
0
31
12/16/2023
42
7.6000
1.67
179.7
41,819
18,134
0
57
12/17/2023
26
7.6000
1.69
1 293.0
42,303
29,323
0
31
12/18/2023
32
7.6000
1.60
235.0
42,527
22,735
0
47
12/19/2023
48
7.6000
1.62
157.4
38,991
15,490
0
60
12/20/2023
41
7.6000
1.86
187.4
43,871
20,943
0
52
12/21/2023
40
7.6000
1.71
189.5
48,125
19,281
0
60
12/22/2023
41
7.6000
1.69
183.5
37,864
18,671
0
51
12/23/2023
43
7.6000
1.70
178.3
47,352
18,290
0
61
12/24/2023
41
7.6000
1.71
186.5
42,628
19,132
0
55
12/25/2023
50
7.6000
1.66
152.5
45,400
15,517
0
66
12/26/2023
90
7.6000
1.66
84.9
42,891
8,497
0
80
12/27/2023
37
7.6000
2.02
206.1
44,135
27,158
0
38
12/28/2023
43
7.6000
1.40
176.3
33,276
14,850
0
55
12/29/2023
68
7.6000
1.64
111.0
33,123
10,924
0
67
12/30/2023
34
7.6000
1.61
225.9
37,135
22,043
0
41
12/31/2023
52
7.6000
1.64
145.7
31,786
14,339
0
55
Total
1,389.44
235.60
51.37
51783.50
1,317,530.00
604,811.00
0.00
1,684.55
Samples
30
31
30
31
31
31
31
31
Average
46.33
7.6000
1.71
186.6
42,501
19,510
0
54
Page 4

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
12/1/2023 to 12/31/2023
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#STemp
Deg F
386
Dig#8Temp
Deg F
387
12/1/2023
99
99
99
100
99
99
12/2/2023
99
98
99
100
99
98
12/3/2023
99
98
99
100
99
98
12/4/2023
99
99
99
100
98
98
12/5/2023
99
98
99
99
98
98
12/6/2023
99
99
98
99
98
98
12/7/2023
98
99
98
98
98
98
12/8/2023
99
99
98
98
99
99
12/9/2023
99
98
98
98
99
99
12/10/2023
99
99
98
98
98
99
12/11/2023
99
99
99
99
99
99
12/12/2023
99
98
99
99
99
99
12/13/2023
99
99
98
99
99
99
12/14/2023
100
98
98
98
98
98
12/15/2023
98
98
99
98
98
98
12/16/2023
99
99
99
99
98
98
12/17/2023
98
98
98
99
98
99
12/18/2023
98
98
98
98
99
98
12/19/2023
98
98
98
98
98
98
12/20/2023
98
98
97
98
96
98
12/21/2023
98
98
98
98
97
98
12/22/2023
98
97
98
97
98
98
12/23/2023
98
98
98
98
99
99
12/24/2023
98
98
98
98
99
99
12/25/2023
99
99
98
98
99
99
12/26/2023
98
99
98
98
99
99
12/27/2023
98
98
98
98
98
99
12/28/2023
99
98
98
98
100
98
12/29/2023
99
99
98
99
99
99
12/30/2023
99
99
99
100
98
99
12/31/2023
99
99
99
99
99
99
Total
3,058.00
3,051.00
3,048.00
3,056
3,052
3,054
Samples
31
31
31
31
31
31
Average
99
98
98
99
98
99
Average Digester Temperature: 99 Page 2

LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
12/1/2023 to 12/31/2023
Dig
%VSR
90 day
AMBM
Transfe
r lb
%TS
11
RawSlu
d %TS
11 RawLThkke
Sludge
%VTS
18
Thicke
ned
SludgeS
ni��+n
:�21
21
GBSI
%VT
11
Raw
Slud
ge
n/. �
21
Volatile
Fractio
n
Dig
Feed
%TVS
Dig
Transf
er
%TS
DigTr
ans
%VTS
Transfe
r
Sludge
%TVS
b %TS/d
%
%
%
%
%
%
dec
dec
decimal
%
%
decimal
Date
12/1/2023
1370
56
136
38,986
132
3.32
133
2.96
134
135
181
2.50
182
2.08
683
0.8916
684
0.8320
32
0.8507
136
1.77
137
1.32
1321
0.7458
12/2/2023
12/3/2023
56
56
44,043
25,051
3.62
3.50
3.24
3.14
3.07
3.13
2.56
2.61
0.8950
0.8971
0.8339
0.8339
0.8577
0.8599
1.74
1.77
1.32
1.32
0.7586
0.7458
12/4/2023
56
24,586
4.02
3.59
2.77
2.28
0.89301
0.8231
0.8582
1.73
1.29
0.7457
12/5/2023
56
13,651
2.95
2.57
2.75
2.29
0.8712
0.8327
0.8475
1.76
1.32
0.7500
12/6/2023
56
0
3.74
3.25
3.07
2.56
0.86901
0.8339
0.8471
12/7/2023
12/8/2023
57
57
57,887
30,766
3.65
4.04
3.17
3.59
2.62
2.44
2.18
2.04
0.86851
0.8886
0.8321
0.8361
0.8469
0.8565
1.74
1.76
1.29
1.30
0.7414
0.7386
12/9/2023
57
28,709
3.64
3.18
2.62
2.18
0.8736
0.8321
0.8493
1.68
1.24
0.7381
12/10/2023
57
32,033
5.27
4.01
2.60
2.16
0.7609
0.8308
0.8017
1.77
1.28
0.7232
12/11/2023
12/12/2023
57
57
33,940
24,215
5.99
4.79
3.95
3.68
2.93
2.90
2.41
2.38
0.6594
0.7683
0.8225
0.8207
0.7520
0.7949
1.72
1.84
1.27
1.32
0.7384
0.7174
12/13/2023
12/14/2023
57
57
9,325
13,801
3.56
3.66
2.93
3.10
3.12
2.80
2.58
2.32
0.8230
0.8470
0.8269
0.8286
0.8251
0,8362
1.83
1.74
1.32
1.25
0.7213
0.7184
12/15/2023
12/16/2023
12/17/2023
12/18/2023
12/19/2023
57
57
57
57
57
42,277
25,028
41,297
31,358
21,266
3.51
3.62
3.99
4.38
3.82
3.03
3.16
3.01
3.14
3.11
2.82
2.56
2.86
3.52
2.96
2.34
2.12
2.38
2.88
2.43
0.8632
0.8729
0.7544
0.7169
0.8141
0.8298
0.8281
0.8322
0.8182
0.8209
0.8451
0.8483
0.7954
0.7661
0.8175
1.64
1.67
1.69
1.60
1.62
1.19
1.21
1.20
1.16
1.18
0.7256
0.7246
0.7101
0.7250
0.7284
12/20/2023
57
29,070
3.43
2.95
2.92
2A0
0.8601
0.8219
0.8382
1.86
1.34
0.7204
12/21/2023
57
27,025
3.17
3.77
3.00
2.46
1.1893
0.8200
0.9676
1.71
1.22
0.7135
12/22/2023
57
25,864
3.07
2,70
2.94
2.43
0.8795
0.8265
0.8493
1.69
1.22
0.7219
12/23/2023
57
25,279
4.09
3.61
2.80
2.32
0,8826
0.8286
0.8510
1.70
1.23
0.7235
12/24/2023
57
26,598
3.41
3.05
2.72
2.26
0.8944
0.8309
0.8595
1.71
1.23
0.7193
12/25/2023
57
21,113
3.69
3.33
2.80
2.34
0.9024
0.8357
0.8658
1.66
1.22
0.7229
12/26/2023
57
11,754
3.28
2.94
2.53
2.10
0.8963
0.8300
0.8582
1.66
1.20
0.7229
12/27/2023
58
34,721
4.04
2.84
2.54
2.08
0.7030
0.8189
0.7731
2.02
1.58
0.7822
12/28/2023
58
20,585
2.93
2.30
2.93
2.42
0.7850
0.8259
0.8067
1.40
1.01
0.7214
12/29/2023
56
15,182
2.70
2.30
2.84
2.34
0.8519
0.8239
0.8352
1.64
1.18
0.7195
12/30/2023
56
30,332
3.55
3.07
3.00
2.48
0.8648
0.8267
0.8416
1.61
1.17
0.7267
12/31/2023
56
19,928
3.45
2.98
3.06
2.52
0.8638
0.8235
0.8395
1.64
1.18
0.7195
Total
=1,768.95
51.37
115.88
97.65
88.12
72.93
26.40
25.66
25.94
51.37
37.56
21.92
Samples
31
31
31
31
0
0
31
31
31
31
31
92
30
30
Average
57
26,635
3.74
3.15
2.84
2.35
0.8516
0.8278
0.8368
1.71
1.25
0.7307
Page 5

Winston-Salem / Forsyth County Utility Commission Annual Monitoring Data
for Class B Biosolids — 2023
MUDDY CREEK WVVfP
NPDES Permit # NC0050342
Pathogen and Vector Attraction Reduction Summaries
and Operational Data

Muddy Creek WWTP
NPDES Permit # NCO050342
2023 Compliance Summary
Pathogen Reduction PSRP Data for Class B Residuals
Anaerobic Digester System
Month *
Di ester System
SRT(days)**
Monthly Average
Temp. *F
Monthly Avera e
January
43
97
February
38
95
March
38
95
April
44
99
May
32
99
June
36
100
July
31
101
August
29
101
September
36
107
October
42
101
November
45
97
December
1 41
96
* Bi-monthly monitoring is required but frequency is actually on a monthly basis.
** SRT = Solids Retention Time; based on % Total Solids.
Page 11

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342 EXAMPLE
01/01/23 to (31/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/ d
427
Vol lb
DigTrans
Vol lb/ d
428
Vol lb
PDSI
of lb/ d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
1 1 2023
23
5.9580
0.46
258.8
20,616
6,907
0
66
67
9,929
1/2/2023
32
5.9580
1.01
183.7
30,842
11,184
0
64
67
15,474
1 3 2023
26
5.9580
0.94
229.7
34,638
13,027
0
62
67
18,008
1 4 2023
100
5.9580
1.03
59.3
41,754
3,709
0
91
68
5,094
1 5 2023
110
5.9580
1.57
54.3
45,627
5,072
0
89
68
7,110
1/6 2023
21
5.9580
1.24
279.2
43,163
20,957
0
51
68
28,874
1 7 2023
22
5.9580
0.90
269.6
29,771
14,615
0
51
67
20,236
1 8 2023
22
5.9580
1.04
274.8
30,815
17,189
0
44
67
23,835
1 9 2023
23
5.9580
1.01
257.2
28,121
15,873
0
44
67
21,665
1/10/2023
5.9580
0.0
26,173
0
0
100
67
0
1 11 2023
27
5.9580
1.42
218.9
24,677
18,987
0
23
67
25,924
1 12 2023
5.9580
0.0
29,206
0
0
100
68
0
1 13 2023
30
5.9580
0.99
199.9
38,622
12,004
0
69
67
16,505
1 14/2023
28
5.9580
1.41
212.3
40,740
18,060
0
56
67
24,965
1 15 2023
25
5.9580
0.88
237.5
28,698
12,677
0
56
67
17,431
1 16 2023
5.9580
0.0
30,161
0
0
100
67
0
1 17 2023
18
5.9580
1.82
330.3
30,282
35,811
0
-18
66
50,136
1/18/2023
20
5.9580
1.14
291.7
29,034
19,949
0
31
66
27,734
1 19 2023
79
5.9580
1.72
75.3
30,151
7,662
0
75
66
10,802
1 20 2023
27
5.9580
1.15
219.8
31,910
15,215
0
52
65
21,081
1/21 2023
63
5.9580
1.58
95.2
29,621
9,051
0
69
65
12,545
1 22/2023
84
5.9580
0.93
70.9
24,189
4,021
0
83
66
5,499
1 23 2023
38
5.9580
1.09
155.2
33,153
10,096
0
70
66
14,109
1 24 2023
27
5.9580
1.21
222.6
34,374
16,337
0
52
65
22,463
1 25 2023
57
5.9580
1.12
104.4
37,161
7,053
0
81
66
9,752
1/26/2023
111
5.9580
1.13
53.9
30,889
3,686
0
88
66
5,080
1 27 2023
38
5.9580
1.12
157.6
35,440
10,647
0
70
66
14,721
1 28 2023
29
5.9580
1.13
203.1
43,100
13,720
0
68
66
19,141
1 29 2023
60
5.9580
1.07
98.8
43,088
6,345
0
85
66
8,817
1/30 2023
34
5.9580
1.12
174.2
41,963
11,768
0
72
66
16,272
1/31/2023
27
5.9580
1.11
222.4
38,541
14,839
0
61
67
20,588
Total 1,203 184.6980 32.34 5,210.6 1,036,520 356,461 0 2,007 2,U65 493,Z9U
Samples 28 31 28 31 31 31 31 31 31 31
Average 43 5.9580 116 168 33,436 11,499 0 65 67 15,929
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
01/01/23 TC01/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
01 01 23
97
97
97
01/02/23
97
97
97
01/03 23
97
97
97
01 04 23
97
97
97
01 05 23
97
97
97
01 06 23
98
98
97
01 07 23
98
97
97
01 08/23
98
98
97
01 09/23
98
98
97
01/10 23
98
98
97
01 11 23
97
97
97
01 12 23
98
98
97
01 13 23
98
98
97
01/14/23
97
97
97
01 15 23
97
97
97
01 16 23
97
97
97
01 17 23
96
96
96
01/18/23
96
96
95
01 19 23
96
96
95
01/20 23
97
97
95
01 21 23
97
97
96
01/22/23
97
97
96
01 23 23
97
97
96
01 24 23
97
97
97
01 25 23
97
97
97
01/26 23
97
97
97
01 27 23
97
97
97
01 28 23
97
97
97
01/29 23
97
97
97
01/30/23
97
97
97
01/31/23
97
97
97
Total 3,011 3,010 2,997
Samples 31 31 31
Average 97 97 97
Average Digester Temperature: 97 Page 6
EXAMPLE

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
02/01/23 to t28/23
Date
DIG
SRT
ays %TS
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSI
of lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
2 1 2023
56
5.9580
1.14
106.4
41,844
7,276
0
83
67
10,116
2/2/2023
25
5.9580
1.07
238.5
38,857
15,316
0
61
67
21,283
2 3 2023
40
5.9580
1.53
148.3
36,936
13,729
0
63
67
18,923
2/4 2023
26
5.9580
1.29
225.1
40,465
17,647
0
56
67
24,218
2/5 2023
106
5.9580
1.07
56.0
34,935
3,596
0
90
67
4,997
2 6/2023
28
5.9580
1.26
215.1
25,374
16,145
0
36
67
22,604
2 7 2023
45
5.9580
1.11
133.4
26,234
8,900
0
66
67
12,349
2 8 2023
45
5.9580
1.06
131.9
34,633
8,360
0
76
67
11,660
2 9 2023
23
5.9580
1.09
259.8
42,899
17,117
0
60
67
23,617
2/10/2023
28
5.9580
1.12
216.3
34,882
14,973
0
57
67
20,204
2 11 2023
49
5.9580
1.10
121.7
36,025
8,120
0
77
67
11,165
2 12 2023
24
5.9580
0.98
251.5
44,101
14,892
0
66
67
20,556
2 13 2023
32
5.9580
1.25
184.4
39,572
13,995
0
65
67
19,224
2/14/2023
23
5.9580
1.32
260.6
37,279
21,082
0
43
67
28,689
2 15 2023
24
5.9580
1.13
250.9
38,377
17,159
0
55
67
23,645
2 16 2023
42
5.9580
1.28
142.9
32,746
11,203
0
66
67
15,255
2 17 2023
36
5.9580
1.08
164.2
37,039
10,955
0
70
67
14,790
2/18/2023
37
5.9580
1.24
160.1
28,441
12,017
0
58
67
16,557
2 19 2023
91
5.9580
1.26
65.8
33,422
5,049
0
85
67
6,915
2 20 2023
27
5.9580
1.24
223.0
35,680
16,738
0
53
67
23,062
2 21 2023
38
5.9580
1.29
158.0
35,882
12,387
0
65
67
16,999
2/22/2023
29
5.9580
1.24
205.0
35,405
15,558
0
56
67
21,200
2 23 2023
25
5.9580
1.27
234.2
34,993
17,970
0
49
67
24,806
2 24 2023
25
5.9580
1.22
235.4
37,690
17,473
0
54
67
23,951
2 25 2023
46
5.9580
1.11
128.2
38,365
8,660
0
77
67
11,868
2/26/2023
26
5.9580
1.06
226.4
30,356
14,728
0
51
66
20,015
2 27/2023
27
5.9580
1.04
222.2
23,675
14,269
0
40
66
19,273
2 28 2023
36
5.9580
1.11
166.5
26,932
11,387
0
58
66
15,414
Total 1,059 166.8240 32.96 5,131.8 983,039 366,701 0 1,737 1,873 5U3,355
Samples 28 28 28 28 28 28 28 28 28 28
Average 38 5.9580 1.18 183 35,109 13,096 0 62 67 17,977
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
02/01/23 rc 02/28/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
02 01 23
97
97
97
02/02/23
98
97
97
02/03 23
98
98
97
02/04 23
98
98
97
02 05 23
98
98
98
02/06/23
98
98
98
02 07 23
98
98
98
02 08 23
97
97
97
02 09 23
98
98
97
02/10 23
98
98
97
02 11 23
97
97
97
02 12 23
97
97
97
02 13 23
97
97
97
02/14/23
97
97
97
02/15 23
98
97
97
02 16 23
97
97
97
02 17 23
97
98
98
02/18 23
97
98
98
02 19 23
97
97
98
02 20 23
96
95
96
02 21 23
94
93
94
02/22 23
92
92
93
02/23/23
92
91
92
02 24 23
90
90
90
02 25 23
89
88
89
02/26/23
88
87
87
02 27 23
87
86
86
02 28 23
87
86
87
Total 2,667 2,660 2,663
Samples 28 28 28
Average 95 95 95
Average Digester Temperature: 95 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
03/01/23 to (31/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSI
of lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
3 1 2023
29
5.9580
1.00
208.9
25,821
12,892
0
50
66
17,422
3/2 2023
27
5.9580
0.98
223.2
26,136
13,403
0
49
66
18,243
3 3 2023
46
5.9580
1.02
130.9
33,418
8,188
0
75
66
11,135
3 4 2023
34
5.9580
1.02
176.7
33,389
11,053
0
67
65
15,032
3 5 2023
40
5.9580
1.07
147.7
32,441
9,731
0
70
66
13,180
3/6/2023
34
5.9580
1.10
177.8
30,188
12,159
0
60
65
16,311
3 7 2023
31
5.9580
1.40
190.6
25,459
16,532
0
35
65
22,254
3 8 2023
35
5.9580
1.14
169.5
24,303
11,874
0
51
65
16,115
3 9 2023
50
5.9580
1.06
118.4
24,205
7,702
0
68
64
10,467
3/10 2023
32
5.9580
1.02
184.4
31,097
11,534
0
63
64
15,687
3 11 2023
32
5.9580
1.29
185.4
31,530
14,689
0
53
64
19,946
3 12 2023
5.9580
0.0
29,409
0
0
100
65
0
3 13 2023
22
5.9580
1.06
265.6
30,974
17,278
0
44
64
23,480
3 14 2023
5.9580
0.0
34,153
0
0
100
64
0
3 15 2023
24
5.9580
1.01
244.8
36,153
15,108
0
58
64
20,620
3 16 2023
34
5.9580
1.01
176.0
32,268
10,715
0
67
64
14,825
3 17 2023
41
5.9580
1.02
146.4
30,685
9,157
0
70
64
12,454
3 18 2023
25
5.9580
1.14
241.6
30,896
16,926
0
45
64
22,970
3 19 2023
95
5.9580
0.94
62.9
26,555
3,620
0
86
64
4,931
3 20 2023
40
5.9580
0.96
149.1
33,901
8,704
0
74
64
11,938
3 21 2023
55
5.9580
1.22
108.6
25,111
8,152
0
68
64
11,050
3 22/2023
62
5.9580
1.02
95.4
27,801
5,967
0
79
64
8,115
3 23 2023
25
5.9580
1.13
242.1
26,827
16,961
0
37
64
22,816
3 24 2023
54
5.9580
1.10
110.5
25,657
7,465
0
71
64
10,137
3 25 2023
5.9580
0.0
33,807
0
0
100
64
0
3 26 2023
5.9580
0.0
40,431
0
0
100
64
0
3 27 2023
55
5.9580
1.04
108.0
38,225
6,845
0
82
64
9,367
3/28 2023
41
5.9580
1.08
145.2
34,990
9,688
0
72
64
13,078
3 29 2023
23
5.9580
1.09
255.8
35,318
17,067
0
52
64
23,254
3 30/2023
16
5.9580
1.08
371.7
29,785
24,490
0
18
64
33,480
3/31/2023
19
5.9580
0.88
314.1
32,731
17,027
0
48
64
23,052
Total 1,020 184.6980 28.88 4,951.3 953,664 324,927 0 2,U13 1,994 441,J,:H
Samples 27 31 27 31 31 31 31 31 31 31
Average 38 5.9580 1.07 160 30,763 10,482 0 65 64 14,237
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
03/01/23 rC 03/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
03 01/23
88
88
87
03/02/23
88
88
87
03 03 23
89
90
88
03/04/23
89
90
88
03/05 23
91
91
88
03/06/23
91
92
88
03/07 23
92
93
88
03 08 23
92
94
89
03 09 23
93
95
89
03 10/23
93
95
89
03 11 23
94
96
91
03 12 23
95
96
92
03 13 23
95
96
92
03 14/23
96
97
93
03 15/23
96
97
94
03 16 23
97
97
95
03 17 23
97
97
95
03 18/23
97
97
95
03 19 23
97
97
97
03 20 23
97
97
97
03 21 23
98
97
97
03 22/23
98
98
97
03 23 23
98
98
98
03 24 23
98
98
98
03/25 23
99
99
98
03/26/23
99
99
98
03 27 23
99
99
99
03 28 23
99
99
99
03 29 23
99
99
99
03 30/23
100
100
99
03/31/23
99
99
99
Total 2,953 2,968 2,903
Samples 31 31 31
Average 95 96 94
Average Digester Temperature: 95 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
04/01/23 to (30/23
Days
Date
DIG
SRT
%TS
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSI
Vol lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
4 1 2023
19
5.9580
1.29
310.8
28,872
24,625
0
15
63
33,438
4/2/2023
45
5.9580
1.26
131.1
30,931
10,059
0
67
63
13,777
4 3 2023
143
5.9580
1.36
41.7
16,124
3,478
0
78
64
4,730
4 4 2023
27
5.9580
1.18
217.4
30,474
15,593
0
49
63
21,395
4/5/2023
29
5.9580
0.98
202.7
28,386
12,003
0
58
63
16,567
4 6 2023
42
5.9580
1.20
143.2
47,349
10,271
0
78
63
14,331
4 7 2023
30
5.9580
1.16
200.8
16,854
14,067
0
17
63
19,426
4 8 2023
74
5.9580
1.19
80.6
34,527
5,781
0
83
63
7,999
4 9 2023
27
5.9580
1.51
223.2
40,541
19,173
0
53
63
28,108
4/10/2023
67
5.9580
0.53
89.3
34,031
2,458
0
93
63
3,947
4 11 2023
35
5.9580
1.17
171.7
32,186
12,029
0
63
64
16,754
4 12 2023
21
5.9580
1.00
279.4
30,074
16,777
0
44
63
23,302
4 13 2023
93
5.9580
1.14
63.8
28,849
4,363
0
85
63
6,066
4/14/2023
74
5.9580
1.21
80.6
27,168
5,915
0
78
63
8,134
4 15/2023
23
5.9580
1.12
263.0
33,122
17,767
0
46
63
24,566
4/16/2023
56
5.9580
1.18
107.2
32,887
7,689
0
77
63
10,550
4 17 2023
23
5.9580
1.16
253.6
38,397
17,766
0
54
64
24,534
4/18/2023
49
5.9580
1.22
120.4
35,665
8,836
0
75
64
12,250
4 19 2023
113
5.9580
1.08
52.6
35,525
3,466
0
90
65
4,738
4 20 2023
25
5.9580
1.16
242.9
36,961
17,219
0
53
65
23,499
4 21 2023
25
5.9580
1.12
235.4
35,092
16,099
0
54
64
21,988
4 22/2023
22
5.9580
1.11
275.5
43,492
18,611
0
57
64
25,504
4 23 2023
27
5.9580
1.12
218.4
44,640
14,936
0
67
64
20,400
4 24 2023
107
5.9580
1.16
55.9
29,290
3,963
0
86
64
5,408
4 25 2023
21
5.9580
1.09
278.0
35,200
18,548
0
47
64
25,272
4 26/2023
22
5.9580
1.10
266.6
36,572
18,010
0
51
64
24,458
4 27 2023
18
5.9580
1.10
328.2
30,358
21,624
0
29
63
30,109
4 28 2023
28
5.9580
1.08
216.0
30,691
14,231
0
54
63
19,456
4 29 2023
22
5.9580
1.09
275.6
47,486
18,388
0
61
63
25,054
4/30/2023
21
5.9580
1.06
283.1
47,995
18,416
0
62
63
25,027
Total 1,328 178.7400 34.13 5,708.7 1,019,739 392,161 0 1,824 1,9U4 54U,�81
Samples 30 30 30 30 30 30 30 30 30 30
Average 44 5.9580 1.14 190 33,991 13,072 0 61 63 18,026
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
04/01/23 TC 04/30/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
04 01/23
99
99
99
04/02 23
100
99
99
04 03 23
100
99
99
04 04 23
99
99
99
04 05 23
99
99
99
04/06/23
99
99
99
04 07 23
99
99
99
04 08 23
99
99
98
04 09 23
98
99
98
04/10/23
98
98
98
04 11 23
99
98
98
04/12 23
99
98
98
04/13 23
98
99
99
04/14/231
99
99
98
04 15/23
99
99
98
04 16 23
98
98
98
04 17/23
98
98
98
04/18/23
98
98
98
04 19 23
98
99
98
04 20 23
98
99
98
04 21 23
98
99
98
04 22 23
98
99
98
04 23/23
98
99
98
04 24 23
98
99
98
04 25 23
98
98
98
04/26/23
98
98
98
04 27 23
98
98
98
04 28 23
99
99
98
04 29 23
99
98
98
04/30/23
98
97
97
Total 2,956 2,958 2,947
Samples 30 30 30
Average 99 99 98
Average Digester Temperature: 99 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
05/01/23 to t31/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSI
of lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
5/1/2023
17
5.9580
1.08
346.0
26,272
23,085
0
12
62
31,165
5 2 2023
19
5.9580
1.27
318.2
32,441
24,680
0
24
61
33,703
5/3 2023
22
5.9580
1.44
269.8
30,495
23,851
0
22
61
32,402
5 4 2023
44
5.9580
1.04
134.2
26,786
8,394
0
69
61
11,640
5 5 2023
23
5.9580
1.00
258.1
29,857
15,498
0
48
61
21,526
5/6/2023
21
5.9580
1.05
281.5
28,664
18,312
0
36
60
24,651
5 7 2023
22
5.9580
1.02
266.3
29,351
16,657
0
43
60
22,654
5 8 2023
5.9580
0.0
25,891
0
0
100
61
0
5 9 2023
22
5.9580
1.04
276.2
21,839
17,507
0
20
60
23,956
5 10/2023
23
5.9580
0.93
262.3
25,745
14,876
0
42
60
20,345
5 11 2023
72
5.9580
1.41
82.3
27,508
7,138
0
74
60
9,678
5 12 2023
5.9580
66.9
32,258
0
60
5 13 2023
37
5.9580
1.03
159.2
34,461
10,224
0
70
60
13,676
5/14/2023
17
5.9580
1.00
352.9
32,321
21,780
0
33
60
29,432
5/15 2023
19
5.9580
1.17
307.1
26,664
22,026
0
17
59
29,966
5 16 2023
80
5.9580
0.94
74.6
26,134
4,355
0
83
60
5,848
5 17 2023
22
5.9580
1.02
267.5
31,088
16,955
0
45
59
22,756
5/18/2023
23
5.9580
1.00
256.7
28,152
15,842
0
44
59
21,409
5 19 2023
34
5.9580
1.05
175.8
25,828
11,436
0
56
59
15,395
5 20 2023
40
5.9580
0.98
149.7
34,841
9,114
0
74
59
12,235
5 21 2023
22
5.9580
1.06
272.9
34,880
17,980
0
48
59
24,125
5/22 2023
22
5.9580
1.05
275.2
31,543
18,132
0
43
59
24,099
5 23 2023
23
5.9580
1.00
262.5
29,048
16,638
0
43
59
21,893
5 24 2023
45
5.9580
1.02
131.1
24,736
8,200
0
67
59
11,152
5 25 2023
39
5.9580
1.00
153.6
29,721
9,351
0
69
59
12,810
5/26 2023
47
5.9580
0.99
126.0
33,162
7,776
0
77
59
10,403
5 27 2023
36
5.9580
0.98
167.0
43,282
10,307
0
76
59
13,649
5 28 2023
33
5.9580
0.98
178.8
28,770
11,035
0
62
59
14,614
5 29 2023
35
5.9580
1.04
169.0
37,068
10,994
0
70
60
14,658
5 30/2023
35
5.9580
1.08
168.5
28,690
10,961
0
62
60
15,177
5/31/2023
24
5.9580
0.90
246.3
29,568
13,352
0
55
60
18,487
Total 920 184.6980 30.57 6,456.2 927,064 416,456 0 1,583 1,8b4 bb3,bU4
Samples 29 31 29 31 31 30 31 30 31 30
Average 32 5.9580 1.05 208 29,905 13,882 0 53 60 18,783
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
05/01/23 TC 05/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
05 01 23
96
97
97
05/02 23
97
97
96
05/03/23
97
97
96
05 04 23
97
97
97
05 05 23
98
98
97
05/06/23
97
97
97
05/07 23
97
97
97
05 08 23
98
98
97
05 09 23
98
98
97
05 10/23
98
98
98
05 11 23
98
98
98
05 12 23
98
98
98
05 13 23
98
98
98
05/14/23
98
98
98
05 15 23
99
99
99
05 16 23
99
99
99
05 17 23
99
99
99
05/18 23
99
99
99
05 19 23
99
99
99
05 20 23
99
99
99
05 21 23
99
99
99
05/22/23
99
99
99
05 23 23
100
100
100
05 24 23
99
99
99
05/25 23
100
100
100
05 26/23
100
100
100
05 27 23
100
100
100
05 28 23
100
100
100
05 29 23
100
100
100
05/30/23
99
100
100
05/31/23
99
100
100
Total 3,054 3,057 3,052
Samples 31 31 31
Average 99 99 98
Average Digester Temperature: 99 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
06/01/23 to 130/23
Days
Date
DIG
SRT
%TS
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSI
of lb/d
429
Dig
% VSR
Daily
AMBM
%
990
Dig
% VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
6 1 2023
27
5.9580
0.99
223.9
29,456
13,631
0
54
60
18,487
6/2/2023
22
5.9580
1.02
270.3
33,149
17,133
0
48
59
22,994
6 3 2023
24
5.9580
1.01
250.8
33,586
15,269
0
55
59
21,126
6 4 2023
51
5.9580
1.34
116.0
31,308
10,448
0
67
59
12,964
6 5 2023
24
5.9580
1.16
251.6
28,914
17,626
0
39
59
24,341
6/6/2023
28
5.9580
1.13
211.7
30,888
14,654
0
53
59
19,951
6 7 2023
29
5.9580
1.16
206.8
29,963
14,833
0
50
59
20,007
6 8 2023
26
5.9580
1.02
226.7
29,020
14,180
0
51
59
19,285
6 9 2023
58
5.9580
0.98
102.9
27,685
6,179
0
78
59
8,410
6 10/2023
23
5.9580
1.05
254.0
29,687
16,523
0
44
59
22,243
6 11 2023
28
5.9580
1.07
210.1
32,017
13,843
0
57
59
18,749
6 12 2023
34
5.9580
1.04
173.8
33,233
11,306
0
66
58
15,075
6 13 2023
75
5.9580
1.05
79.8
40,147
5,258
0
87
59
6,988
6/14/2023
29
5.9580
1.16
203.7
32,248
14,610
0
55
59
19,707
6 15 2023
27
5.9580
1.13
218.4
28,122
15,118
0
46
58
20,582
6 16 2023
95
5.9580
1.05
62.4
25,865
4,059
0
84
59
5,464
6 17 2023
43
5.9580
1.05
140.0
35,785
9,107
0
75
59
12,260
6 18/2023
25
5.9580
1.06
235.7
38,505
15,726
0
59
58
20,837
6 19 2023
32
5.9580
1.04
185.5
23,314
12,067
0
48
58
16,090
6 20 2023
36
5.9580
1.11
164.1
28,350
11,359
0
60
58
15,191
6 21 2023
56
5.9580
1.28
106.7
28,908
8,543
0
70
58
11,390
6/22 2023
39
5.9580
1.02
151.2
32,577
9,584
0
71
58
12,862
6 23 2023
47
5.9580
1.16
126.1
37,071
9,044
0
76
58
12,199
6 24 2023
50
5.9580
1.07
118.9
37,761
7,933
0
79
58
10,610
6 25 2023
24
5.9580
1.05
252.3
38,279
16,413
0
57
1 58
22,094
6 26/2023
36
5.9580 11.12
167.4
29,922
11,588
0
61
57
15,636
6 27 2023
28
5.9580
1.18
216.4
23,807
15,882
0
33
57
21,296
6 28/2023
22
5.9580
1.30
269.0
25,652
21,537
0
16
57
29,165
6 29 2023
25
5.9580
1.11
236.8
19,192
16,194
0
16
57
21,922
6/30/2023
28
5.9580
1.02
215.3
21,334
13,287
0
38
57
18,315
Total 1,092 178.7400 32.93 5,648.3 915,745 382,934 0 1,692 1,753 516,24U
Samples 30 30 30 30 30 30 30 30 30 30
Average 36 5.9580 1.10 188 30,525 12,764 0 56 58 17,208
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
06/01/23 TC 06/30/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
06 01 23
100
100
100
06/02/23
100
100
100
06 03 23
99
99
99
06 04 23
99
100
99
06 05 23
100
100
99
06 06/23
100
100
100
06 07 23
100
100
100
06 08/23
100
100
100
06 09/23
100
100
100
06/10/23
101
100
101
06 11 23
101
101
101
06/12 23
101
101
101
06 13 23
101
101
101
06/14/23
101
101
101
06 15 23
101
101
101
06 16 23
101
101
101
06 17 23
101
101
102
06 18/23
101
101
102
06 19 23
101
101
102
06/20/23
101
101
101
06 21 23
101
101
101
06/22/23
101
101
101
06/23/231
101
101
101
06 24 23
100
100
100
06 25 23
99
99
99
06/26/23
99
100
99
06 27 23
98
99
99
06 28 23
99
99
99
06 29 23
99
99
99
06 30/23
99
100
100
Total 3,005 3,008 3,009
Samples 30 30 30
Average 100 100 100
Average Digester Temperature: 100 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
07/01/23 to t31/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDS1
Vol lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
7/1 2023
5.9580
0.0
19,704
0
0
100
57
0
7 2/2023
23
5.9580
1.36
255.0
29,867
21,267
0
29
57
28,923
7 3 2023
21
5.9580
1.22
281.1
29,554
21,099
0
29
57
28,601
7/4 2023
26
5.9580
1.47
232.0
29,102
20,897
0
28
56
28,443
7 5 2023
30
5.9580
1.36
197.2
23,816
16,446
0
31
56
22,367
7/6/2023
26
5.9580
0.60
231.4
27,555
8,105
0
71
56
11,579
7 7 2023
5.9580
1.0
27,327
0
56
7 8 2023
22
5.9580
1.32
269.3
25,665
21,337
0
17
56
29,647
7 9 2023
17
5.9580
1.21
347.2
35,657
26,061
0
27
55
35,037
7/10 2023
5.9580
0.0
28,221
0
0
100
55
0
7 11 2023
65
5.9580
0.94
91.5
21,791
5,189
0
76
56
7,173
7 12 2023
30
5.9580
0.99
195.8
22,277
11,757
0
47
55
16,166
7 13 2023
26
5.9580
1.04
232.8
25,273
14,562
0
42
55
20,192
7/14/2023
38
5.9580
1.22
158.3
24,290
11,486
0
53
55
16,107
7/15 2023
51
5.9580
1.22
116.8
27,661
8,670
0
69
55
11,884
7 16 2023
42
5.9580
0.91
143.4
28,133
7,774
0
72
55
10,883
7 17 2023
31
5.9580
0.92
194.2
21,111
10,690
0
49
55
14,901
7 18 2023
27
5.9580
0.93
218.6
21,054
12,215
0
42
54
16,955
7 19 2023
35
5.9580
0.94
172.2
22,931
9,766
0
57
54
13,500
7 20 2023
44
5.9580
0.92
136.7
20,977
7,525
0
64
54
10,489
7 21 2023
5.9580
151.7
18,452
0
1 54
7 22/ 2023
5.9580
229.6
22,681
0
54
7 23 2023
42
5.9580
1.10
141.3
20,844
9,310
0
55
54
12,963
7 24 2023
38
5.9580
0.88
157.3
18,930
8,396
0
56
54
11,545
7 25 2023
52
5.9580
0.90
114.7
24,687
6,122
0
75
54
8,609
7/26/2023
23
5.9580
0.97
255.6
37,138
14,709
0
60
55
20,678
7 27 2023
23
5.9580
0.92
257.4
31,432
14,598
0
54
55
19,750
7 28 2023
27
5.9580
0.87
218.3
38,909
11,652
0
70
55
15,839
7 29 2023
21
5.9580
1.21
278.2
32,293
20,418
0
37
54
28,074
7/30 2023
18
5.9580
1.14
325.7
37,376
22,546
0
40
55
30,966
7/31/2023
20
5.9580
1.20
304.1
37,407
22,319
0
40
55
30,434
Total 818 184.6980 27.76 5,908.4 832,115 364,916 u 1,4W 1;iiu oul,iuo
Samples 26 31 26 31 31 28 31 28 31 28
Average 31 5.9580 1.07 191 26,842 13,033 0 53 55 17,918
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
07/01/23 TC 07/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
07 01 23
99
100
100
07/02/23
99
100
100
07 03 23
99
100
100
07 04 23
100
100
100
07 05 23
100
100
100
07/06 23
100
101
100
07/07/23
100
100
100
07 08 23
100
101
100
07 09 23
100
100
100
07/10/23
101
100
100
07 11 23
101
101
101
07 12 23
101
101
101
07 13 23
101
101
101
07/14/23
101
101
101
07 15 23
101
101
101
07 16 23
101
101
101
07/17 23
101
101
101
07 18 23
101
101
101
07 19 23
101
101
100
07 20 23
101
101
101
07 21 23
101
101
101
07 22/23
101
101
100
07 23 23
101
102
100
07 24 23
101
101
101
07 25/23
101
102
101
07/26/23
101
101
102
07 27 23
99
100
100
07 28 23
100
101
101
07 29 23
100
101
101
07/30/23
101
101
101
07/31/23
101
101
102
Total 3,115 3,124 3,119
Samples 31 31 31
Average 100 101 101
Average Digester Temperature: 101 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
08/01/23 to 131/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSl
Vol lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
8 1 2023
15
5.9580
1.21
401.7
28,059
29,482
0
-5
55
40,537
8/2/2023
21
5.9580
0.78
289.4
27,607
13,757
0
50
54
18,826
8 3 2023
17
5.9580
1.03
355.8
28,737
21,959
0
24
54
30,564
8 4 2023
19
5.9580
0.82
319.3
29,150
15,978
0
45
54
21,836
8 5 2023
17
5.9580
0.89
346.8
22,775
18,800
0
17
54
25,742
8/6/2023
17
5.9580
1.04
341.7
24,009
21,658
0
10
53
29,638
8 7 2023
17
5.9580
1.26
354.3
20,319
26,889
0
-32
52
37,231
8 8 2023
16
5.9580
0.70
361.8
25,984
15,691
0
40
52
21,122
8 9 2023
19
5.9580
0.76
315.0
24,516
14,449
0
41
52
19,966
8/10 2023
19
5.9580
0.70
317.3
29,736
13,496
0
55
52
18,524
8 11 2023
20
5.9580
0.96
301.7
30,354
17,613
0
42
52
24,155
8 12 2023
29
5.9580
0.69
203.0
30,967
8,465
0
73
52
11,682
8 13 2023
30
5.9580
0.66
199.2
37,717
7,974
0
79
53
10,965
8 14 2023
27
5.9580
0.68
217.5
36,425
9,070
0
75
53
12,335
8 15 2023
30
5.9580
0.75
196.5
32,302
8,850
0
73
53
12,291
8 16 2023
28
5.9580
0.95
215.8
26,774
12,598
0
53
53
17,098
8 17 2023
42
5.9580
0.63
141.3
33,538
5,421
0
84
53
7,424
8/18/2023
20
5.9580
0.70
297.3
32,557
12,645
0
61
53
17,356
8 19 2023
5.9580
0.0
26,290
0
0
100
54
0
8 20 2023
23
5.9580
0.71
255.3
24,101
11,285
0
53
54
15,117
8/21/2 23
39
5.9580
1.24
154.1
24,370
11,695
0
52
54
15,936
8 22/2023
51
5.9580
0.88
116.4
25,790
6,213
0
76
54
8,543
8 23 2023
25
5.9580
1.17
236.5
29,274
36,490
0
-25
53
23,077
8 24 2023
39
5.9580
1.09
154.5
38,295
10,308
0
73
53
14,045
8 25/2023
76
5.9580
0.92
78.5
28,856
4,452
0
85
53
6,023
8/26/2023
21
5.9580
1.04
284.7
30,246
18,045
0
40
53
24,694
8 27 2023
37
5.9580
1.40
160.4
37,367
14,180
0
62
53
18,728
8 28 2023
8 29 2023
32
34
5.9580
5.9580
1.48
1.28
185.8
175.7
26,644
27,264
17,045
13,774
0
0
36
49
53
52
22,934
18,756
8 30/2023
64
5.9580
1.64
93.3
29,708
9,415
0
68
53
12,761
8/31/2023
32
5.9580
0.75
185.9
19,503
8,527
0
56
53
11,628
Total 876 184.6980 28.81 7,256.5 889,234 436,224 u 1,51u 1,647 "3mo,5,54
Samples 30 31 30 31 31 31 31 31 31 31
Average 29 5.9580 0.96 234 28,685 14,072 0 49 53 18,372
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
08/01/23 FC 08/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
08 01 23
102
102
102
08 02/23
102
102
102
08 03 23
102
102
102
08 04 23
101
101
102
08 05 23
102
102
102
08/06 23
102
102
102
08 07 23
102
102
102
08 08 23
102
102
102
08 09 23
101
101
101
08 10/23
101
101
101
08 11 23
100
100
100
08 12 23
100
100
100
08/13/231
101
100
101
101
100
100
101
100
100
F14
101
100
100
101
100
100
0
101
101
100
08 19 23
101
100
100
08 20 23
101
101
101
08 21 23
102
101
101
08/22 23
102
101
101
08 23 23
102
101
101
08 24 23
102
101
101
08 25 23
103
102
102
08/26/23
103
102
102
08 27 23
103
102
102
08 28 23
103
102
102
08 29 23
103
102
102
08/30/23
104
102
103
08/31/23
104
103
103
Total 3,156 3,138 3,140
Samples 31 31 31
Average 102 101 101
Average Digester Temperature: 101 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
09/01/23 to 130/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSl
of lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
9 1 2023
36
5.9580
0.86
165.5
21,908
8,834
0
60
53
11,870
9/2/2023
18
5.9580
0.79
334.6
33,528
16,464
0
51
53
22,045
9 3 2023
9 4 2023
9 5 2023
9/6 2023
9 7 2023
116
33
38
20
28
5.9580
5.9580
5.9580
5.9580
5.9580
0.81
0.88
0.69
0.89
0.78
51.3
182.3
155.2
300.7
216.5
40,776
26,335
31,851
29,104
37,759
2,567
10,035
6,601
16,552
10,473
0
0
0
0
0
94
62
79
43
72
53
53
54
54
54
3,466
79
8, 3931
22,320
14,084
9 8 2023
32
5.9580
0.67
186.7
35,415
7,630
0
78
54
10,432
9 9 2023
41
5.9580
0.86
144.3
28,832
7,702
0
73
54
10,350
9 10/2023
9 11 2023
42
41
5.9580
5.9580
0.84
0.96
142.5
144.6
32,617
29,810
7,487
8,683
0
0
77
71
54
54
9,983
11,577
9 12 2023
9 13 2023
9 14/2023
31
29
42
5.9580
5.9580
5.9580
0.90
1.02
0.93
190.9
207.1
140.6
29,816
28,217
29,513
10,667
13,127
8,208
0
0
0
64
53
72
54
54
54
14,329
17,618
10,905
9 15 2023
43
5.9580
1.37
137.7
28,238
11,714
0
59
54
15,733
9 16 2023
66
5.9580
1.66
90.3
31,918
9,037
0
72
54
12,501
9 17 2023
9 18/2023
37
28
5.9580
5.9580
1.04
0.88
160.5
216.5
24,313
24,436
10,441
11,917
0
0
57
51
54
54
13,921
15,889
9 19 2023
26
5.9580
0.92
232.3
20,460
13,368
0
35
54
17,824
9 20 2023
40
5.9580
0.84
149.0
25,924
7,704
0
70
54
10,438
9 21 2023
37
5.9580
0.92
161.3
24,884
9,417
0
62
54
12,376
9/22/2023
9 23 2023
40
5.9580
5.9580
0.84
150.5
0.0
23,266
31,514
8,033
0
0
0
65
100
53
54
10,543
0
9 24 2023
17
5.9580
1.19
349.3
32,189
26,510
0
18
53
34,667
9 25 2023
9/26/2023
30
28
5.9580
5.9580
1.16
1.14
196.3
209.7
28,752
26,933
14,407
15,041
0
0
50
44
54
54
18,991
19,937
9 27 2023
9 28 2023
21
26
5.9580
5.9580
0.94
0.98
288.2
227.0
25,529
24,692
16,825
14,010
0
0
34
43
54
54
22,594
18,553
9 29/2023
30
5.9580
1.11
201.6
26,399
14,123
0
47
54
18,663
9 30 2023
28
5.9580
0.94
214.0
28,051
12,850
0
54
54
16,777
Total 1,043 178.7400 27.81 5,547.0 862,9/9 3JU,U/ u hall 11010 rtu,u7u
Samples 29 30 29 30 30 30 30 30 30 30
Average 36 5.9580 0.96 185 28,766 11,014 0 60 54 14,690
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
09/01/23 FC 09/30/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
09 01 23
105
103
104
09 02/23
105
104
104
09/03 23
105
104
104
09 04 23
106
105
105
09 05 23
106
105
106
09 06 23
107
106
106
09 07 23
107
106
107
09 08 23
108
107
107
09 09 23
108
107
108
09 10/23
108
107
108
09 11 23
108
108
108
09 12 23
109
108
109
09 13 23
109
108
109
09/14 23
110
108
109
09 15 23
109
108
108
09 16 23
109
107
108
09 17 23
108
107
108
09/18/23
108
107
108
09 19 23
107
106
107
09 20 23
107
106
107
09 21 23
107
106
107
09/22/23
107
106
106
09 23 23
106
105
106
09 24 23
106
105
106
09 25 23
106
105
106
09 26/23
106
105
106
09 27 23
107
106
106
09 28 23
107
106
106
09 29 23
106
105
106
09/30/23
106
105
105
Total 3,213 3,181 3,200
Samples 30 30 30
Average 107 106 107
Average Digester Temperature: 107 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
10/01/23 to 131/23
DIG
DIG
Dig
Trans
Vol lb
Vol lb
Vol lb
Dig
Dig
Transfer
SRT
VOL
Trans
Flow
DigFeed
DigTrans
PDSI
%VSR
%VSR 90
lb %TS
%TS
Daily
day
AMBM
AMBM
Days
MG
%
TGD
Vol lb/d
Vol lb/d
of lb/d
%
%
lb %TS
Date
163
492
93
357
427
428
429
990
992
741
10 1 2023
42
5.9580
0.89
142.6
31,820
8,206
0
74
54
10,585
10 2/2023
24
5.9580
0.97
252.9
29,036
15,397
0
47
55
20,459
10 3 2023
27
5.9580
1.19
224.3
31,429
16,649
0
47
55
22,261
10 4 2023
54
5.9580
0.92
111.0
32,699
6,388
0
80
55
8,517
10 5 2023
34
5.9580
0.84
177.4
28,495
9,321
0
67
55
12,428
10/6/2023
10 7 2023
50
5.9580
5.9580
0.86
119.4
165.8
26,756
41,454
6,473
0
0
76
56
56
8,564
10 8 2023
28
5.9580
1.11
210.7
29,641
14,585
0
51
55
19,505
10 9 2023
93
5.9580
0.86
64.4
30,983
3,491
0
89
56
4,619
10 10 2023
28
5.9580
1.08
211.0
28,743
14,078
0
51
56
19,005
10 11 2023
25
5.9580
1.07
235.4
33,559
15,706
0
53
56
21,007
10 12 2023
38
5.9580
1.02
155.3
26,747
9,844
0
63
56
13,211
10 13 2023
73
5.9580
0.92
81.6
31,161
4,764
0
85
56
6,261
10/14/2023
37
5.9580
0.90
162.2
24,996
9,199
0
63
56
12,175
10 15 2023
33
5.9580
0.92
181.5
29,439
10,293
0
65
56
13,926
10 16 2023
25
5.9580
0.98
240.0
25,239
14,812
0
41
56
19,616
10 17/2023
31
5.9580
1.01
194.3
23,757
12,316
0
48
56
16,367
10 18 2023
46
5.9580
0.99
129.9
27,738
8,017
0
71
56
10,725
10 19 2023
36
5.9580
0.91
167.0
31,030
9,610
0
69
56
12,674
10 20 2023
40
5.9580
0.94
150.2
27,702
8,894
0
68
56
11,775
10 21 2023
20
5.9580
0.94
291.0
29,487
16,989
0
42
56
22,813
10/22/2023
86
5.9580
0.98
69.3
27,519
4,277
0
84
57
51664
10 23 2023
24
5.9580
1.12
247.4
24,445
17,332
0
29
56
23,109
10 24 2023
23
5.9580
1.00
255.1
27,691
15,957
0
42
56
21,275
10 25 2023
40
5.9580
0.98
150.5
27,726
9,288
0
67
1 56
12,301
10 26/2023
5.9580
0.0
23,916
0
0
100
56
0
10 27 2023
25
5.9580
1.01
242.8
26,771
15,390
0
43
56
20,452
10 28/2023
26
5.9580
0.86
229.4
21,969
[12,818
0
42
56
16,453
10 29 2023
136
5.9580
0.91
43.9
30,961
2,490
0
92
57
3,332
10 30/2023
32
5.9580
1.14
187.1
22,789
13,107
0
42
58
17,789
10/31/2023
42
5.9580
0.92
142.5
26,135
7,963
0
70
58
10,934
Total 1,214 184.6980 28.24 5,235.9 881,833 :31;3,6b4 u i,ut)L JL,/ 3'l /,ovc
Samples 29 31 29 31 31 30 31 30 31 30
Average 42 5.9580 0.97 169 28,446 10,455 0 62 56 13,927
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
10/01/23 TC10/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
10 01 23
105
105
105
10 02 23
105
104
105
10 03 23
104
104
104
10 04/23
104
103
104
10 05 23
104
103
104
10/06 23
103
103
103
10 07/23
103
103
103
10 08 23
103
102
103
10 09 23
103
102
102
10/10 23
102
102
102
10 11 23
102
102
102
10 12 23
102
101
102
10 13 23
101
101
101
10 14 23
101
101
101
10 15 23
101
100
101
10 16 23
101
100
101
10 17 23
101
100
100
10/18/23
100
100
100
10 19 23
100
99
99
10 20 23
100
99
99
10 21 23
100
99
99
10 22 23
99
99
99
10 23 23
99
98
99
10 24 23
99
98
98
10 25 23
99
98
98
10 26/23
98
98
98
10 27 23
98
98
98
10 28 23
98
98
98
10 29 23
98
98
97
10 30 23
98
98
97
10/31/23
98
98
97
Total 3,129 3,114 3,119
Samples 31 31 31
Average 101 100 101
Average Digester Temperature: 101 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
11/01/23 to 430/23
Date
DIG
SRT
Days
163
DIG
VOL
MG
492
Dig
Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol lb/d
427
Vol lb
DigTrans
Vol lb/d
428
Vol lb
PDSI
Vol lb/d
429
Dig
%VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
11 1/2023
31
5.9580
1.09
193.2
26,242
13,051
0
50
58
17,563
11 2 2023
94
5.9580
1.26
63.7
23,472
4,888
0
79
58
6,694
11 3 2023
26
5.9580
0.94
227.3
26,877
13,270
0
51
59
17,819
11 4/2023
20
5.9580
1.03
305.3
29,176
19,351
0
34
59
26,226
11 5 2023
72
5.9580
0.88
82.3
32,408
4,461
0
86
60
6,040
11 6/2023
28
5.9580
1.04
210.7
38,242
13,355
0
65
61
18,275
11 7 2023
41
5.9580
1.02
145.6
38,985
9,229
0
76
61
12,386
11 8 2023
36
5.9580
1.04
165.0
29,071
10,458
0
64
61
14,311
11 9 2023
70
5.9580
0.90
85.4
28,041
4,630
0
83
62
6,410
11 / 10 2023
72
5.9580
1.00
83.1
26,806
5,059
0
81
62
6,931
11 11 2023
24
5.9580
0.96
244.6
30,583
14,688
0
52
61
19,584
11 12 2023
25
5.9580
1.10
241.4
29,138
16,509
0
43
61
22,146
11 13 2023
67
5.9580
1.07
89.2
27,081
5,951
0
78
61
7,960
11/14 2023
31
5.9580
1.12
194.3
26,694
13,612
0
49
61
18,149
11 15 2023
92
5.9580
1.06
64.6
28,176
4,310
0
85
61
5,711
11 16 2023
31
5.9580
1.06
190.3
26,590
12,538
0
53
61
16,823
11 17 2023
40
5.9580
1.12
147.9
29,561
10,238
0
65
61
13,815
11 18/2023
27
5.9580
1.09
222.9
28,501
15,244
0
47
61
20,263
11 19 2023
77
5.9580
0.99
77.5
27,789
4,848
0
83
61
6,399
11 20 2023
19
5.9580
1.12
313.9
27,848
21,729
0
22
60
29,321
11 21 2023
5.9580
0.0
29,890
0
0
100
62
0
11 22/2023
28
5.9580
1.09
212.8
29,899
14,375
0
52
61
19,345
11 23 2023
28
5.9580
1.16
213.1
25,170
15,284
0
39
61
20,616
11 24 2023
121
5.9580
0.44
49.2
29,544
1,272
0
96
62
1,805
11 25 2023
26
5.9580
1.03
226.4
24,551
14,350
0
42
61
19,448
11/26 2023
26
5.9580
1.20
229.5
25,102
17,226
0
31
61
22,968
11 27 2023
39
5.9580
1.30
151.6
25,111
12,264
0
51
61
16,436
11 28 2023
38
5.9580
1.14
155.5
25,130
10,894
0
57
61
14,784
11 29 2023
26
5.9580
1.09
225.0
25,969
15,200
0
41
61
20,454
11 30 2023
5.9580
0.0
24,277
0
0
100
61
0
Total 1,256 178.7400 29.34 4,811.3 845,924 318,284 0 1,855 1,823 428,682
Samples 28 30 28 30 30 30 30 30 30 30
Average 45 5.9580 1.05 160 28,197 10,609 0 62 61 14,289
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
11/01/23 FC11/30/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
11/01 23
98
98
97
11 02/23
97
97
97
11 03 23
97
97
97
11 04 23
97
97
97
11 05 23
97
97
97
11/06 23
97
97
97
11 07 23
97
97
97
11 08 23
97
97
97
11 09 23
98
98
97
11/10 23
97
97
97
11 11 23
98
97
97
11 12 23
97
97
97
11 13 23
97
97
97
11/14 23
97
97
96
11/15 23
97
97
97
11 16 23
97
97
97
11 17 23
97
97
96
11 18/23
97
97
96
11 19 23
97
97
96
11 20 23
97
97
96
11 21 23
97
97
96
11/22/23
97
97
96
11 23 23
97
97
97
11 24 23
97
97
96
11 25 23
97
97
97
11/26/23
97
97
97
11 27 23
97
97
97
11 28 23
97
97
97
11/29 23
97
96
97
11 30 23
97
97
97
Total 2,913 2,911 2,902
Samples 30 30 30
AveraLre 97 97 97
Average Digester Temperature: 97 4 Page 6

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
12,/01/23 to (31/23
DIG
DIG
Dig
Trans
Vol lb
Vol lb
Vol lb
Dig
Dig
Transfer
SRT
VOL
Trans
Flow
DigFeed
DigTrans
PDS1
%VSR
%VSR 90
lb %TS
%TS
Daily
day
AM -BM
AMBM
Days
MG
%
TGD
Vol lb/d
Vol lb/d
of lb/d
%
%
lb %TS
Date
163
492
93
357
427
428
429
990
992
741
12 1 2023
23
5.9580
1.08
264.4
25,968
17,861
0
31
61
23,815
12/2/2023
22
5.9580
1.12
271.2
28,179
18,999
0
33
61
25.332
12 3 2023
96
5.9580
1.17
62.0
25,076
4,550
0
82
61
6,050
12 4 2023
29
5.9580
1.12
208.5
28,387
14,433
0
49
60
19,476
12 5 2023
108
5.9580
1.13
55.3
27,194
3,874
0
86
61
5,212
12 6 2023
63
5.9580
1.17
94.4
26,547
6,928
0
74
61
9,211
12 7 2023
28
5.9580
1.06
213.4
28,649
14,060
0
51
61
18,865
12 8 2023
52
5.9580
1.45
115.4
27,222
10,298
0
62
60
13,955
12 9 2023
24
5.9580
1.11
253.3
27,793
17,323
0
38
60
23,449
12/10/2023
70
5.9580
1.02
84.9
34,758
5,381
0
85
60
7,222
12 11 2023
24
5.9580
1.23
246.8
54,949
18,936
0
66
60
25,317
12 12 2023
37
5.9580
1.16
160.2
37,376
11,490
0
69
60
15,498
12 13 2023
92
5.9580
1.22
65.0
37,124
4,879
0
87
61
6,614
12/14/2023
74
5.9580
1.04
80.3
26,139
5,224
0
80
61
6,965
12 15 2023
26
5.9580
1.00
226.9
20,133
14,193
0
30
60
18,923
12 16 2023
20
5.9580
0.95
295.7
24,118
17,263
0
28
60
23,428
12 17 2023
25
5.9580
1.06
239.9
25,114
15,606
0
38
60
21,208
12 18/2023
21
5.9580
0.98
289.2
31,578
17,366
0
45
60
23,637
12 19 2023
26
5.9580
1.01
227.8
23,041
13,869
0
40
60
19,189
12 20 2023
19
5.9580
0.99
306.2
14,192
18,131
0
-28
59
25,282
12 21 2023
52
5.9580
0.91
114.7
13,803
6,314
0
54
58
8,705
12/22/2023
57
5.9580
0.87
104.7
17,873
5,588
0
69
58
7,597
12 23 2023
39
5.9580
0.88
151.8
27,910
7,976
0
71
59
11,141
12/24 2023
36
5.9580
0.82
164.9
25,554
8,252
0
68
59
11,277
12/25 2023
20
5.9580
0.86
292.8
32,309
15,140
0
53
59
21,001
12/26 2023
37
5.9580
0.86
162.7
32,694
8,413
0
74
59
11,669
12 27 2023
20
5.9580
0.94
301.6
48,951
17,356
0
65
60
23,644
12 28 2023
20
5.9580
0.89
305.2
32,757
16,290
0
50
60
22,654
12 29 2023
30
5.9580
0.85
200.8
14,919
10,215
0
32
60
14,235
12/30/20231
72
5.9580
1.36
82.6
33,182
6,751
0
80
60
9,369
12/31/20231
22
5.9580
0.97
272.2
28,266
15,891
0
44
60
22,020
Total 1,282 184.6980 32.28 5,914.8 881,755 368,85U u i;/u4 l,aoa Du.L,7ov
Samples 31 31 31 31 31 31 31 31 31 31
Average 41 5.9580 1.04 191 28,444 11,898 0 55 60 16,192
Page 4

LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
12/01/23 TC12/31/23
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
12/01 23
97
97
97
12 02/23
97
97
97
12 03 23
97
97
97
12 04 23
97
97
97
12 05 23
97
97
97
12 06/23
97
97
97
12 07 23
97
97
97
12 08 23
98
97
97
12 09 23
97
97
97
12 10 23
98
97
97
12 11 23
97
97
97
12 12 23
97
97
97
12 13 23
96
96
96
12/14 23
95
96
95
12 15/23
96
96
95
12 16 23
96
96
95
12 17 23
96
96
95
12/18/23
96
96
94
12 19 23
956
96
94
12 20 23
9
97
94
12 21 23
96
97
95
12 22/23
96
96
95
12 23 23
95
95
95
12 24 23
95
95
95
12 25 23
95
95
95
12/26/23
95
95
94
12 27 23
94
95
94
12/28 23
94
95
93
12/29 23
94
96
94
12 30 23
94
96
95
12/31/23
94
96
94
Total 2,974 2,984 2,961
Samples 31 31 31
Average 96 96 96
Average Digester Temperature: 96 Page 6

MUDDY CREEK WWTP Pathogen Reduction NPDES Permit # NC0050342
Shown in the above summary on Page 1 are the Digester SRT (or MCRT) values. Although SRT is
calculated daily from % Total Solids, this summary uses the monthly average SRT because daily values
can fluctuate widely under normal plant operations.
Please see the attached January 2023 LAND APPLIED BIOSOLIDS REPORT, 'Page 4', for the Muddy
Creek WWTP from which the daily data for January 1 is taken for the example calculation below. Also,
see 'Page 6' of each month's report for the Digester temperatures.
Any estimated or qualified data is marked as such on these report pages. Also, any estimates are not
included in the monthly average shown on the previous Page 1.
FORMULA:
[Digester Volume x 8.34 x Digester Transfer %TS]
(Pounds of solids in Digesters)
[Digester Transfer %TS x 8.34 x Digester Transfer Flow]
(Pounds of solids being transferred out of Digesters,
to Blending Tanks)
= Dig SRT (Days)
Digester Solids Retention Time, Days
FROM ATTACHED DATA SHEETS for January 1, 2023:
[[Dig Vol (MG)l x 8.34 x [Dig Trans %TS (%)11
[[Dig Trans %TS (%)] x 8.34 x [Trans Flo (TGD)/1000]]
or
[5.9580 x 8.34 x 0.0046 = 0.2286 = 23.0 or
[0.0046 x 8.34 x (258.8/1000)] 0.0099
as shown on the report, 23 Days SRT at an average of 97°F.
Page 1 2

Muddy Creek WWTP
NPDES Permit # NCO050342
2023 Compliance Summary
Vector Attraction Reduction Data for Class B Residuals
Anaerobic Digester System
Calculated %VSR (38% Minimum)
90-DaV Movin Average VAR Option 1
Month *
Digester System
January
67
February
67
March
64
April
63
May
60
June
58
July
55
August
53
September
54
October
56
November
61
December
60
* Bimonthly monitoring is required but frequency is actually on a monthly basis.
Compliance determination is by calculation of %Volatile Solids Reduction (%VSR) across the
Anaerobic Digesters as the treatment system. The method used for monitoring the above %VSRs is
from the EPA White House Manual, Control of Pathogens and Vector Attraction in Sewage Sludge,
Appendix C. Specifically, the method used is Approximate Mass Balance Method (AMBM), using a
daily value to calculate the 90-day moving average %VSR.
Page 13

Muddy Creek WWTP Vector Attraction Reduction NPDES Permit # NC0050342
Data submitted in the chart on Page 1 of this summary shows the calculated 90-day moving average
%Volatile Solids Reduction (%VSR) for the Muddy Creek WWTP, using the Approximate Mass Balance
Method (AMBM). The minimum 38% VSR requirement over the Digester System was met for 2021.
%VSR is calculated on a daily basis using the volatile pounds of biosolids fed to the digesters and volatile
pounds of biosolids transferred out. As SOP, biosolids are only transferred directly to the Blending
Tanks. (If digested biosolids are ever transferred instead to Elledge lagoons, the report column titled'Vol
lb PDSY would be used for this transfer poundage.) These daily %VSR values are then used to calculate
the 90-day moving average of %VSR. This time frame takes into account the sometimes extreme daily
variations in flows and transfers that occur during normal plant operations.
Any data qualified by the lab is marked as such on data sheets. Also, in instances when a daily sample
was not collected for %Volatile Solids analysis of Transfer ('Dig Trans %TS'), an estimated value was
used along with actual flows for that day in order to calculate treatment in the digesters. Any estimated
daily values are marked as such on data sheets. However, the monthly average values (shown on Page 1
of this summary, and on Page 4 of the Land Applied Biosolids reports) were calculated excluding any
estimated data in order to certify compliance.
The daily data for January 1, 2023 from the attached LAND APPLIED BIOSOLIDS report Page 4 are
used in the example equation below. This compliance value is indicated by the column heading'Dig
%VSR 90 day AMBM'. See monthly averages in the chart on Page 1 of this summary and attached daily
data.
FORMULA:
Volatile lbs Dig. Feed - [Volatile lbs Dig. Transfer to Blending Tanks + Volatile lbs Dig. Transfer to Lagoons]
X 100 =
%VSR
Volatile lbs Digester Feed
FROM ATTACHED DATA SHEETS for January 1, 2023:
Vol lb Dig Feed - [Vol lb Dig Trans + Vol lb PDSl]
(Feed) (Transfer) X 100 = %VSR
Vol lb Dig Feed
(Feed)
20616 - 6907 = 13709 X 100 = 66 %VSR Daily; 90-day moving -Avg. %VSR = 67.
20616 20616
Page 14

Winston-Salem/Forsyth County Utility Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2023
Class A EQ Biosolids Monitoring Reports
(EPA version - submitted electronically)

ARCHIE ELLEDGE WWTP
EPA ID #:
NCL037834

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Biosolids Annual Report Landing Page / CITY OF WINSTON-SALEM
NPDES ID: NCL037834
Biosolids Status: Active
Facility Name: CITY OF WINSTON-SALEM
PO BOX 2511 WINSTON SALEM, NC 27102-2511
View Annual Report
NPDES 1-0EPA UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
FORM WASHINGTON, DC 20460
6100-035
BIOSOLIDS ANNUAL REPORT
Form Approved.
OMB No. 2040-
0004.
Exp. 07/31 /2026
EPA's sewage sludge regulations require certain publicly owned treatment works (POTWs) and Class I sewage sludge
management facilities to submit to a Sewage Sludge (Biosolids) Annual Report (see 40 CFR 503.18 (https://www.ecfr.gov/cgi-
bin/text-idx?node=pt40.32.503&rgn=div5#se40.32.503_118), 503.28 (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_128), 503.48 (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_148)). Facilities that must submit a Sewage Sludge (Biosolids) Annual Report include
POTWs with a design flow rate equal to or greater than one million gallons per day, POTWs that serve 10,000 people or more,
Class I Sludge Management Facilities (as defined by 40 CFR 503.9 (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_19)), and facilities otherwise required to file this report (e.g., permit condition,
enforcement action, state law). This is the electronic form for Sewage Sludge (Biosolids) Annual Report filers to use if they are
located in one of the states, tribes, or territories (https://www.epa.gov/npdes/npdes-state-program-information) where EPA
administers the Federal biosolids program.
For the purposes of this form, the term 'sewage sludge (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se4O.32.503_19)' also refers to the material that is commonly referred to as 'biosolids'. EPA does
not have a regulatory definition for biosolids but this material is commonly referred to as sewage sludge that is placed on, or
applied to the land to use the beneficial properties of the material as a soil amendment, conditioner, or fertilizer. EPA's use of the
term 'biosolids' in this form is to confirm that information about beneficially used sewage sludge (a.k.a. biosolids) should be
reported on this form.
Public Availability of Information Submitted on and with this Program Report
EPA may make all the information submitted through this form (including all attachments) available to the public without further
notice to you. Do not use this online form to submit personal information (e.g., non -business cell phone number or non -business
email address), confidential business information (CBI), or if you intend to assert a CBI claim on any of the submitted information.
Pursuant to 40 CFR 2.203(a), EPA is providing you with notice that all CBI claims must be asserted at the time of submission.
EPA cannot accommodate a late CBI claim to cover previously submitted information because efforts to protect the information
are not administratively practicable since it may already be disclosed to the public. Although we do not foresee a need for
persons to assert a claim of CBI based on the types of information requested in this form, if persons wish to assert a CBI claim
we direct submitters to contact the NPDES eReporting Help Desk ([e-mail]
(mailto:[e-mail])) for further guidance.
Please note that EPA may contact you after you submit this report for more information regarding your sewage sludge
management program.
Burden Statement
This collection of information is approved by OMB under the Paperwork Reduction Act, 44 U.S.C. 3501 et seq. (OMB Control No.
2040-0004). Responses to this collection of information are mandatory in accordance with EPA NPDES regulations (40 CFR
503.18, 503.28, and 503.48). An agency may not conduct or sponsor, and a person is not required to respond to, a collection of
information unless it displays a currently valid OMB control number. The public reporting and recordkeeping burden for this
collection of information are estimated to average one to five hours per response. Send comments on the Agency's need for this
information, the accuracy of the provided burden estimates and any suggested methods for minimizing respondent burden to the
Regulatory Support Division Director, U.S. Environmental Protection Agency (2821T), 1200 Pennsylvania Ave., NW, Washington,
D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address.
Program Information

Please select all of the following that apply to your obligation to submit a Sewage Sludge (Biosolids) Annual Report
in compliance with 40 CFR part 503. The facility is:
• a Class I Sludge Management Facility as defined in 40 CFR 503.9
• a POTW with a design flow rate equal to or greater than one million gallons per day
• a POTW that serves 10,000 people or more
In the reporting period, did you manage your sewage sludge or biosolids using any of the following management
practices: land application, surface disposal, or incineration?
E YES ONO
If your facility is a POTW, please provide the estimated total amount of sewage sludge produced at your facility for
the reporting period (in dry metric tons). If your facility is not a POTW, please provide the estimated total amount of
biosolids produced at your facility for the reporting period (in dry metric tons).
4126
Reporting Period Start Date: 01 /01/2023 Reporting Period End Date: 12/31/2023
Treatment Processes
Processes to Significantly Reduce Pathogens (PSRP):
Anaerobic Digestion
Processes to Further Reduce Pathogens (PFRP):
Heat Drying (e.g., Flash Dryer, Spray Dryer, Rotary Dryer)
Physical Treatment Options:
Preliminary Operations (e.g., sludge grinding, degritting, blending)
Thickening (e.g., Gravity and/or Flotation Thickening, Centrifugation, Belt Filter Press, Vacuum Filter, Screw Press)
Other Processes to Manage Sewage Sludge:
Methane or Biogas Capture and Recovery
Analytical Methods
Did you or your facility collect sewage sludge or biosolids samples for laboratory analysis? G YES ONO
Analytical Methods
• EPA Method 6010 -Arsenic (ICP-OES)
• EPA Method 6010 -Cadmium (ICP-OES)
• EPA Method 6010 - Copper (ICP-OES)
• EPA Method 6010 - Lead (ICP-OES)
• EPA Method 7471 - Mercury (CVAA)
• EPA Method 6010 - Molybdenum (ICP-OES)
• EPA Method 6010 - Nickel (ICP-OES)
• EPA Method 6010 - Selenium (ICP-OES)
• EPA Method 6010 - Zinc (ICP-OES)
• Standard Method 4500-NH3 -Ammonia Nitrogen
• EPA Method 9056 - Nitrate Nitrogen (IC)
• Standard Method 2540 - Total Solids
• EPA Method 1311 - Toxicity Characteristic Leaching Procedure
• EPA Method 9045 - pH (> 7% solids)
• Standard Method 2550 - Temperature
Standard Method 9221 - Fecal coliform
Other Analytical Methods
• Other Metals Analytical Method
Other Analytical Methods Text Area:
EPA 601OD: Aluminum, Calcium, Iron, Magnesium, Potassium, Phosphorus, Sodium; Sodium Adsorption Ratio (by calculation)

• Other Total Kjeldahl Nitrogen Analytical Method
Other Analytical Methods Text Area:
SM 19-22 4500-N Org B, C-NH3 C
Sludge Management - Land Application
ID: 001
Amount: 4126
Handler, Preparer, or Applier Type: Off -Site Third -Party Handler or Applier
Facility Information:
Granville Farms
Granville Farms PO Box 1396
Oxford, NC 27565
US
Contact Information:
Jason Smith
Vice President Biosolids Manager
252-903-5367
[e-mail]
Management Practice Detail: Distribution and Marketing - Heat Dried Biosolids
Bulk or Bag/Container: Bulk
Pathogen Class: Class A EQ
Sewage Sludge or Biosolids Pathogen Reduction Options:
Class A -Alternative 1: Time/Temperature
Sewage Sludge or Biosolids Vector Attraction Reduction Options:
Option 7 - Drying (Equal to or Greater than 75 Percent)
Amount Transferred (dry metric
tons):
4126
Did the facility land apply bulk sewage sludge when one or more pollutants in the sewage sludge exceeded 90
percent or more of any of the cumulative pollutant loading rates in Table 2 of 40 CFR 503.13?
OYES G NO O UNKNOWN
Monitoring Data
INSTRUCTIONS: Pollutants, pathogen densities, and vector attraction reduction must be monitored when sewage
sludge or biosolids are applied to the land. Please use the following section to report monitoring data for the land
application conducted by you or your facility in the reporting period for this SSUID. These monitoring data should be
representative of the sewage sludge or biosolids that was applied to land during the compliance monitoring period for
this SSUID (40 CFR 503.8(a) (hftp://www.ecfr.gov/cgi-bin/text-idx?node=pt40.32.503&rgn=div5#se40.32.503_18)). All
pollutant monitoring data should be reported in milligrams per kilogram (mg/kg), dry weight basis. EPA will be using
these data to demonstrate compliance with EPA's land application requirements (40 CFR 503, Subpart B).
Compliance Monitoring Periods
INSTRUCTIONS: Please use the table below to identify the start date and end date for each compliance monitoring
period. You can adjust the start and end dates as needed. Please note that the compliance monitoring periods cannot
overlap and that each compliance monitoring period must have a start date that is equal to or less than the end date.
The number of compliance monitoring periods is based on the number of metric tons (dry weight basis) of sewage
sludge or biosolids land applied in the reporting period (summed across all land application SSUIDs). For example,
you will need to provide monitoring data for 12 compliance monitoring periods for each land application SSUID when
you land apply 15,000 or more metric tons (dry weight basis) of sewage sludge or biosolids (summed across all land
application SSUIDs) in the reporting period (see 40 CFR 503.16 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_116)).
Compliance Monitoring Event No. Compliance Monitoring Period Compliance Monitoring Period End
Start Date: Date:
01 /01 /2023 02/28/2023

Do you have analytical results to report for this monitoring period? C YES ONO
Are you reporting maximum pollutant concentrations that are equivalent to the monthly average pollutant
concentrations for this compliance monitoring event? [For example, this will be the case if you only collected
and analyzed one sample of sewage sludge or biosolids for this compliance monitoring period.]
DYES G NO
Maximum Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the maximum pollutant concentrations in the biosolids or sewage sludge that was applied to
land during the compliance monitoring period for this SSUID. In accordance with 40 CFR 503.13(a)
(http://www.ecfr.gov/cgi-bin/text-idx?node=pt4O.32.503&rgn=div5#se4O.32.503_113), EPA's regulations prohibit land
application of bulk sewage sludge or sewage sludge sold or gave away sewage sludge in a bag or other container
when one or more sewage sludge pollutant concentrations in the sewage sludge exceed a land application ceiling
pollutant limit (Table 1 of 40 CFR 503.13 (http://w\Aw.ecfr.gov/cgi-bin/text-idx?
nod e=pt40.32.503&rgn=div5#se40.32.503_113)). EPA will compare the pollutant concentrations in this section
against the ceiling concentration limits in Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113) to identify noncompliance events. All pollutant monitoring data
should be reported in milligrams per kilogram (mg/kg), dry weight basis.
Please only select a "No Data Indicator Code" if you are reporting no data for the sampling period or particular
parameter.
Sewage Sludge or
Value
Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter
Qualifier
weight basis or Pass/Fail) Of The Following
Arsenic
<
10.7
Cadmium
<
4.26
Copper
=
222
Lead
=
25.3
Mercury
=
0.34
Molybdenum
<
10.7
Nickel
=
28.5
Selenium
<
10.7
Zinc
=
1610
Pathogen And Vector Attraction Reduction
Report the pathogen densities in the sewage sludge or biosolids that was applied to land during the reporting year for
this SSUID. Please report the maximum pathogen density for Class A sewage sludge or biosolids. When using the
Class B —Alternative 1 management option, please report the geometric mean of the density of fecal coliform in
Class B sewage sludge or biosolids [see 40 CFR 503.32(b)(2)].
Sewage Sludge or Pathogen Reduction Value If No Data, Select One Of
Biosolids Parameter Selected Alternatives Qualifier Value The Following
Fecal Coliform Class A -Alternative 1: = 390
Time/Temperature
Salmonella Class A -Alternative 1: _
Time/Temperature
Note: Pathogenic organisms are disease -causing organisms. These include, but are not limited to, certain bacteria,
protozoa, viruses, and viable helminth ova [see 40 CFR 503.31(f) (https://www.ecfr.gov/current/title-4O/chapter-
I/subchapter-O/part-503/subpart-D/section-503.31#p-503.31(f))]. The following units should be used for pathogen
data (see 40 CFR 503.32 (https://wvtw.ecfr.gov/current/title-40/chapter-1/subchapter-O/part-503/subpart-D/section-
503.32)):
Density of fecal coliform in the sewage sludge shall be reported as Most Probable Number per gram of total
solids (dry weight basis).

o When using the Class B - Alternative 1 management option, the density of fecal coliform in the sewage
sludge shall be reported as Most Probable Number or Colony Forming Units per gram of total solids (dry
weight basis) expressed as the geometric mean of the results of seven individual samples of sewage
sludge.
• Density of Salmonella sp. bacteria in the sewage sludge shall be reported as Most Probable Number per four
grams of total solids (dry weight basis).
• Density of enteric viruses shall be reported as plaque -forming unit per four grams of total solids (dry weight
basis).
• Density of Helminth Ova. shall be reported as viable helminth ovum per four grams of total solids (dry weight
basis).
Monthly Average Pollutant Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the monthly average pollutant concentrations in the biosolids or sewage sludge that was
applied to land during the compliance monitoring period for this SSU ID. All pollutant monitoring data should be
reported in milligrams per kilogram (mg/kg), dry weight basis.
Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Arsenic
< 8
Cadmium
< 3.2
Copper
= 217
Lead
= 23.5
Mercury
= 0.28
Nickel
= 26.6
Selenium
< 8.02
Zinc
= 1580
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSU ID.
Sewage Sludge or Value Parameter Concentration (mg/kg, If No Data, Select One Of
Biosolids Parameter Qualifier dry -weight basis) The Following
Total Nitrogen (TKN plus =
Nitrate -Nitrite)
Compliance Monitoring Event No.
2
11020
Compliance Monitoring Period
Start Date:
03/01 /2023
Do you have analytical results to report for this monitoring period?
Compliance Monitoring Period End
Date:
04/30/2023
G YES O NO
Are you reporting maximum pollutant concentrations that are equivalent to the monthly average pollutant
concentrations for this compliance monitoring event? [For example, this will be the case if you only collected
and analyzed one sample of sewage sludge or biosolids for this compliance monitoring period.]
O YES G NO
Maximum Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the maximum pollutant concentrations in the biosolids or sewage sludge that was applied to
land during the compliance monitoring period for this SSUID. In accordance with 40 CFR 503.13(a)
(http://www.ecfr.gov/cgi-bin/text-idx?node=pt4O.32.503&rgn=div5#se4O.32.503_113), EPA's regulations prohibit land
application of bulk sewage sludge or sewage sludge sold or gave away sewage sludge in a bag or other container
when one or more sewage sludge pollutant concentrations in the sewage sludge exceed a land application ceiling
pollutant limit (Table 1 of 40 CFR 503.13 (http://wvtw.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se4O.32.503_113)). EPA will compare the pollutant concentrations in this section

against the ceiling concentration limits in Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
nod e=pt40.32.503&rgn=div5#se40.32.503_113) to identify noncompliance events. All pollutant monitoring data
should be reported in milligrams per kilogram (mg/kg), dry weight basis.
Please only select a "No Data Indicator Code" if you are reporting no data for the sampling period or particular
parameter.
Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Arsenic
< 10.9
Cadmium
< 4.36
Copper
= 232
Lead
= 25
Mercury
= 0.49
Molybdenum
< 10.9
Nickel
= 42.1
Selenium
< 10.9
Zinc
= 1600
Pathogen And Vector Attraction Reduction
Report the pathogen densities in the sewage sludge or biosolids that was applied to land during the reporting year for
this SSUID. Please report the maximum pathogen density for Class A sewage sludge or biosolids. When using the
Class B —Alternative 1 management option, please report the geometric mean of the density of fecal coliform in
Class B sewage sludge or biosolids [see 40 CFR 503.32(b)(2)].
Sewage Sludge or
Biosolids Parameter
Fecal Coliform
Salmonella
Pathogen Reduction Value If No Data, Select One Of
Selected Alternatives Qualifier Value The Following
Class A -Alternative 1:
Time/Temperature
Class A -Alternative 1:
Time/Temperature
38
Note: Pathogenic organisms are disease -causing organisms. These include, but are not limited to, certain bacteria,
protozoa, viruses, and viable helminth ova [see 40 CFR 503.31(f) (https://www.ecfr.gov/current/title-40/chapter-
I/subchapter-O/part-503/subpart-D/section-503.31#p-503.31(f))]. The following units should be used for pathogen
data (see 40 CFR 503.32 (https://www.ecfr.gov/current/title-40/chapter-1/subchapter-O/part-503/subpart-D/section-
503.32)):
• Density of fecal coliform in the sewage sludge shall be reported as Most Probable Number per gram of total
solids (dry weight basis).
o When using the Class B - Alternative 1 management option, the density of fecal coliform in the sewage
sludge shall be reported as Most Probable Number or Colony Forming Units per gram of total solids (dry
weight basis) expressed as the geometric mean of the results of seven individual samples of sewage
sludge.
• Density of Salmonella sp. bacteria in the sewage sludge shall be reported as Most Probable Number per four
grams of total solids (dry weight basis).
• Density of enteric viruses shall be reported as plaque -forming unit per four grams of total solids (dry weight
basis).
• Density of Helminth Ova. shall be reported as viable helminth ovum per four grams of total solids (dry weight
basis).
Monthly Average Pollutant Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the monthly average pollutant concentrations in the biosolids or sewage sludge that was
applied to land during the compliance monitoring period for this SSUID. All pollutant monitoring data should be

reported in milligrams per kilogram (mg/kg), dry weight basis.
Sewage Sludge or
Value
Parameter Concentration (mg/kg, dry-
Biosolids Parameter
Qualifier
weight basis or Pass/Fail)
Arsenic
<
6.62
Cadmium
<
2.72
Copper
=
219
Lead
=
23
Mercury
=
0.45
Nickel
=
40.2
Selenium
<
7.18
Zinc
=
1485
If No Data, Select One
Of The Following
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSUID.
Sewage Sludge or Value Parameter Concentration (mg/kg, If No Data, Select One Of
Biosolids Parameter Qualifier dry -weight basis) The Following
Total Nitrogen (TKN plus = 19162
Nitrate -Nitrite)
Compliance Monitoring Event No. Compliance Monitoring Period Compliance Monitoring Period End
3 Start Date: Date:
05/01 /2023 06/30/2023
Do you have analytical results to report for this monitoring period? E- YES ONO
Are you reporting maximum pollutant concentrations that are equivalent to the monthly average pollutant
concentrations for this compliance monitoring event? [For example, this will be the case if you only collected
and analyzed one sample of sewage sludge or biosolids for this compliance monitoring period.]
O YES C- NO
Maximum Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the maximum pollutant concentrations in the biosolids or sewage sludge that was applied to
land during the compliance monitoring period for this SSUID. In accordance with 40 CFR 503.13(a)
(http://www.ecfr.gov/cgi-bin/text-idx?node=pt40.32.503&rgn=div5#se4O.32.503_113), EPA's regulations prohibit land
application of bulk sewage sludge or sewage sludge sold or gave away sewage sludge in a bag or other container
when one or more sewage sludge pollutant concentrations in the sewage sludge exceed a land application ceiling
pollutant limit (Table 1 of 40 CFR 503.13 (http://wvtw.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113)). EPA will compare the pollutant concentrations in this section
against the ceiling concentration limits in Table 1 of 40 CFR 503.13 (http://wvtw.ecfr.gov/cgi-bin/text-idx?
nod e=pt40.32.503&rgn=div5#se40.32.503_113) to identify noncompliance events. All pollutant monitoring data
should be reported in milligrams per kilogram (mg/kg), dry weight basis.
Please only select a "No Data Indicator Code" if you are reporting no data for the sampling period or particular
parameter.
Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Arsenic < 11.7
Cadmium < 4.66
Copper = 250

Sewage Sludge or
Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter
Qualifier weight basis or Pass/Fail) Of The Following
Lead
= 25.3
Mercury
= 0.4
Molybdenum
< 11.7
Nickel
= 49.1
Selenium
< 11.7
Zinc
= 1640
Pathogen And Vector Attraction Reduction
Report the pathogen densities in the sewage sludge or biosolids that was applied to land during the reporting year for
this SSUID. Please report the maximum pathogen density for Class A sewage sludge or biosolids. When using the
Class B —Alternative 1 management option, please report the geometric mean of the density of fecal coliform in
Class B sewage sludge or biosolids [see 40 CFR 503.32(b)(2)].
Sewage Sludge or Pathogen Reduction Value If No Data, Select One Of
Biosolids Parameter Selected Alternatives Qualifier Value The Following
Fecal Coliform Class A -Alternative 1: = 149
Time/Temperature
Salmonella Class A -Alternative 1: _
Time/Temperature
Note: Pathogenic organisms are disease -causing organisms. These include, but are not limited to, certain bacteria,
protozoa, viruses, and viable helminth ova [see 40 CFR 503.31(f) (https://www.ecfr.gov/current/title-40/chapter-
I/subchapter-O/part-503/subpart-D/section-503.31#p-503.31(f))]. The following units should be used for pathogen
data (see 40 CFR 503.32 (https://www.ecfr.gov/current/title-40/chapter-1/subchapter-O/part-503/subpart-D/section-
503.32)):
• Density of fecal coliform in the sewage sludge shall be reported as Most Probable Number per gram of total
solids (dry weight basis).
o When using the Class B - Alternative 1 management option, the density of fecal coliform in the sewage
sludge shall be reported as Most Probable Number or Colony Forming Units per gram of total solids (dry
weight basis) expressed as the geometric mean of the results of seven individual samples of sewage
sludge.
• Density of Salmonella sp. bacteria in the sewage sludge shall be reported as Most Probable Number per four
grams of total solids (dry weight basis).
• Density of enteric viruses shall be reported as plaque -forming unit per four grams of total solids (dry weight
basis).
• Density of Helminth Ova. shall be reported as viable helminth ovum per four grams of total solids (dry weight
basis).
Monthly Average Pollutant Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the monthly average pollutant concentrations in the biosolids or sewage sludge that was
applied to land during the compliance monitoring period for this SSUID. All pollutant monitoring data should be
reported in milligrams per kilogram (mg/kg), dry weight basis.
Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Arsenic < 11.7
Cadmium < 4.56
Copper = 240
Lead = 24.9
Mercury = 0.32

Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Nickel = 39.6
Selenium < 11.4
Zinc = 1535
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSUID.
Sewage Sludge or Value Parameter Concentration (mg/kg, If No Data, Select One Of
Biosolids Parameter Qualifier dry -weight basis) The Following
Total Nitrogen (TKN plus = 18977
Nitrate -Nitrite)
Compliance Monitoring Event No. Compliance Monitoring Period Compliance Monitoring Period End
4 Start Date: Date:
07/01 /2023 08/31 /2023
Do you have analytical results to report for this monitoring period? G YES O NO
Are you reporting maximum pollutant concentrations that are equivalent to the monthly average pollutant
concentrations for this compliance monitoring event? [For example, this will be the case if you only collected
and analyzed one sample of sewage sludge or biosolids for this compliance monitoring period.]
O YES ( NO
Maximum Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the maximum pollutant concentrations in the biosolids or sewage sludge that was applied to
land during the compliance monitoring period for this SSUID. In accordance with 40 CFR 503.13(a)
(http://www.ecfr.gov/cgi-bin/text-idx?node=pt40.32.503&rgn=div5#se4O.32.503_113), EPA's regulations prohibit land
application of bulk sewage sludge or sewage sludge sold or gave away sewage sludge in a bag or other container
when one or more sewage sludge pollutant concentrations in the sewage sludge exceed a land application ceiling
pollutant limit (Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113)). EPA will compare the pollutant concentrations in this section
against the ceiling concentration limits in Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113) to identify noncompliance events. All pollutant monitoring data
should be reported in milligrams per kilogram (mg/kg), dry weight basis.
Please only select a "No Data Indicator Code" if you are reporting no data for the sampling period or particular
parameter.
Sewage Sludge or
Value
Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter
Qualifier
weight basis or Pass/Fail) Of The Following
Arsenic
<
11
Cadmium
<
4.41
Copper
=
218
Lead
=
25.8
Mercury
=
0.46
Molybdenum
<
11
Nickel
=
23.7
Selenium
<
11
Zinc
=
1480

Pathogen And Vector Attraction Reduction
Report the pathogen densities in the sewage sludge or biosolids that was applied to land during the reporting year for
this SSUID. Please report the maximum pathogen density for Class A sewage sludge or biosolids. When using the
Class B —Alternative 1 management option, please report the geometric mean of the density of fecal coliform in
Class B sewage sludge or biosolids [see 40 CFR 503.32(b)(2)].
Sewage Sludge or Pathogen Reduction Value If No Data, Select One Of
Biosolids Parameter Selected Alternatives Qualifier Value The Following
Fecal Coliform Class A -Alternative 1: = 270
Time/Temperature
Salmonella Class A -Alternative 1: _
Time/Temperature
Note: Pathogenic organisms are disease -causing organisms. These include, but are not limited to, certain bacteria,
protozoa, viruses, and viable helminth ova [see 40 CFR 503.31(f) (https://www.ecfr.gov/current/title-40/chapter-
I/subchapter-O/part-503/subpart-D/section-503.31#p-503.31(f))]. The following units should be used for pathogen
data (see 40 CFR 503.32 (https://www.ecfr.gov/current/title-40/chapter-1/subchapter-O/part-503/subpart-D/section-
503.32)):
• Density of fecal coliform in the sewage sludge shall be reported as Most Probable Number per gram of total
solids (dry weight basis).
o When using the Class B - Alternative 1 management option, the density of fecal coliform in the sewage
sludge shall be reported as Most Probable Number or Colony Forming Units per gram of total solids (dry
weight basis) expressed as the geometric mean of the results of seven individual samples of sewage
sludge.
• Density of Salmonella sp. bacteria in the sewage sludge shall be reported as Most Probable Number per four
grams of total solids (dry weight basis).
• Density of enteric viruses shall be reported as plaque -forming unit per four grams of total solids (dry weight
basis).
• Density of Helminth Ova. shall be reported as viable helminth ovum per four grams of total solids (dry weight
basis).
Monthly Average Pollutant Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the monthly average pollutant concentrations in the biosolids or sewage sludge that was
applied to land during the compliance monitoring period for this SSUID. All pollutant monitoring data should be
reported in milligrams per kilogram (mg/kg), dry weight basis.
Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Arsenic
< 11
Cadmium
< 4.4
Copper
= 217
Lead
= 25.3
Mercury
= 0.45
Nickel
= 22.1
Selenium
< 11
Zinc
= 1460
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSUID.

Sewage Sludge or Value Parameter Concentration (mg/kg, If No Data, Select One Of
Biosolids Parameter Qualifier dry -weight basis) The Following
Total Nitrogen (TKN plus = 21059
Nitrate -Nitrite)
Compliance Monitoring Event No. Compliance Monitoring Period Compliance Monitoring Period End
5 Start Date: Date:
09/01 /2023 10/31 /2023
Do you have analytical results to report for this monitoring period? G YES O NO
Are you reporting maximum pollutant concentrations that are equivalent to the monthly average pollutant
concentrations for this compliance monitoring event? [For example, this will be the case if you only collected
and analyzed one sample of sewage sludge or biosolids for this compliance monitoring period.]
E YES ONO
Maximum Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the maximum pollutant concentrations in the biosolids or sewage sludge that was applied to
land during the compliance monitoring period for this SSUID. In accordance with 40 CFR 503.13(a)
(http://www.ecfr.gov/cgi-bin/text-idx?node=pt40.32.503&rgn=div5#se4O.32.503_113), EPA's regulations prohibit land
application of bulk sewage sludge or sewage sludge sold or gave away sewage sludge in a bag or other container
when one or more sewage sludge pollutant concentrations in the sewage sludge exceed a land application ceiling
pollutant limit (Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113)). EPA will compare the pollutant concentrations in this section
against the ceiling concentration limits in Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113) to identify noncompliance events. All pollutant monitoring data
should be reported in milligrams per kilogram (mg/kg), dry weight basis.
Please only select a "No Data Indicator Code" if you are reporting no data for the sampling period or particular
parameter.
Sewage Sludge or
Value
Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter
Qualifier
weight basis or Pass/Fail) Of The Following
Arsenic
<
10.5
Cadmium
<
4.21
Copper
=
233
Lead
=
24
Mercury
=
0.41
Molybdenum
<
10.5
Nickel
=
30.8
Selenium
<
10.5
Zinc
=
1560
Pathogen And Vector Attraction Reduction
Report the pathogen densities in the sewage sludge or biosolids that was applied to land during the reporting year for
this SSUID. Please report the maximum pathogen density for Class A sewage sludge or biosolids. When using the
Class B —Alternative 1 management option, please report the geometric mean of the density of fecal coliform in
Class B sewage sludge or biosolids [see 40 CFR 503.32(b)(2)].
Sewage Sludge or Pathogen Reduction Value If No Data, Select One Of
Biosolids Parameter Selected Alternatives Qualifier Value The Following
Fecal Coliform Class A -Alternative 1: < 2.2
Time/Temperature

Sewage Sludge or Pathogen Reduction Value If No Data, Select One Of
Biosolids Parameter Selected Alternatives Qualifier Value The Following
Salmonella
Class A -Alternative 1
Time/Temperature
Note: Pathogenic organisms are disease -causing organisms. These include, but are not limited to, certain bacteria,
protozoa, viruses, and viable helminth ova [see 40 CFR 503.31(f) (https://www.ecfr.gov/current/title-40/chapter-
I/subchapter-O/part-503/subpart-D/section-503.31#p-503.31(f))]. The following units should be used for pathogen
data (see 40 CFR 503.32 (https://www.ecfr.gov/current/title-40/chapter-1/subchapter-O/part-503/subpart-D/section-
503.32)):
• Density of fecal coliform in the sewage sludge shall be reported as Most Probable Number per gram of total
solids (dry weight basis).
o When using the Class B - Alternative 1 management option, the density of fecal coliform in the sewage
sludge shall be reported as Most Probable Number or Colony Forming Units per gram of total solids (dry
weight basis) expressed as the geometric mean of the results of seven individual samples of sewage
sludge.
• Density of Salmonella sp. bacteria in the sewage sludge shall be reported as Most Probable Number per four
grams of total solids (dry weight basis).
• Density of enteric viruses shall be reported as plaque -forming unit per four grams of total solids (dry weight
basis).
• Density of Helminth Ova. shall be reported as viable helminth ovum per four grams of total solids (dry weight
basis).
Monthly Average Pollutant Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the monthly average pollutant concentrations in the biosolids or sewage sludge that was
applied to land during the compliance monitoring period for this SSUID. All pollutant monitoring data should be
reported in milligrams per kilogram (mg/kg), dry weight basis.
Sewage Sludge or Value Parameter Concentration (mg/kg, dry- If No Data, Select One
Biosolids Parameter Qualifier weight basis or Pass/Fail) Of The Following
Arsenic
Cadmium
< 10.5
< 4.21
Copper
= 233
Lead
= 24
Mercury
= 0.41
Nickel
= 30.8
Selenium
< 10.5
Zinc
= 1560
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSUID.
Sewage Sludge or Value Parameter Concentration (mg/kg, If No Data, Select One Of
Biosolids Parameter Qualifier dry -weight basis) The Following
Total Nitrogen (TKN plus =
Nitrate -Nitrite)
Compliance Monitoring Event No
6
20158
Compliance Monitoring Period
Start Date:
11 /01 /2023
Compliance Monitoring Period End
Date:
12/31 /2023
Do you have analytical results to report for this monitoring period? 0 YES G NO

Maximum Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the maximum pollutant concentrations in the biosolids or sewage sludge that was applied to
land during the compliance monitoring period for this SSUID. In accordance with 40 CFR 503.13(a)
(http://www.ecfr.gov/cgi-bin/text-idx?node=pt40.32.503&rgn=div5#se40.32.503_113), EPA's regulations prohibit land
application of bulk sewage sludge or sewage sludge sold or gave away sewage sludge in a bag or other container
when one or more sewage sludge pollutant concentrations in the sewage sludge exceed a land application ceiling
pollutant limit (Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113)). EPA will compare the pollutant concentrations in this section
against the ceiling concentration limits in Table 1 of 40 CFR 503.13 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_113) to identify noncompliance events. All pollutant monitoring data
should be reported in milligrams per kilogram (mg/kg), dry weight basis.
Please only select a "No Data Indicator Code" if you are reporting no data for the sampling period or particular
parameter.
Sewage Sludge or
Biosolids Parameter
Arsenic
Cadmium
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Zinc
Value Parameter Concentration (mg/kg,
Qualifier dry -weight basis or Pass/Fail)
Pathogen And Vector Attraction Reduction
If No Data, Select One Of The
Following
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Report the pathogen densities in the sewage sludge or biosolids that was applied to land during the reporting year for
this SSUID. Please report the maximum pathogen density for Class A sewage sludge or biosolids. When using the
Class B — Alternative 1 management option, please report the geometric mean of the density of fecal coliform in
Class B sewage sludge or biosolids [see 40 CFR 503.32(b)(2)].

Sewage Sludge or
Pathogen Reduction
Value If No Data, Select One Of The
Biosolids Parameter
Selected Alternatives
Qualifier Value Following
Fecal Coliform
Class A -Alternative 1:
D (No Sampling or Analysis
Time/Temperature
Conducted due to Operation
Shutdown)
Salmonella
Class A -Alternative 1:
D (No Sampling or Analysis
Time/Temperature
Conducted due to Operation
Shutdown)
Note: Pathogenic organisms are disease -causing organisms. These include, but are not limited to, certain bacteria,
protozoa, viruses, and viable helminth ova [see 40 CFR 503.31(f) (https://www.ecfr.gov/current/title-40/chapter-
I/subchapter-O/part-503/subpart-D/section-503.31#p-503.31(f))]. The following units should be used for pathogen
data (see 40 CFR 503.32 (https://www.ecfr.gov/current/title-40/chapter-1/subchapter-O/part-503/subpart-D/section-
503.32)):
• Density of fecal coliform in the sewage sludge shall be reported as Most Probable Number per gram of total
solids (dry weight basis).
o When using the Class B - Alternative 1 management option, the density of fecal coliform in the sewage
sludge shall be reported as Most Probable Number or Colony Forming Units per gram of total solids (dry
weight basis) expressed as the geometric mean of the results of seven individual samples of sewage
sludge.
• Density of Salmonella sp. bacteria in the sewage sludge shall be reported as Most Probable Number per four
grams of total solids (dry weight basis).
• Density of enteric viruses shall be reported as plaque -forming unit per four grams of total solids (dry weight
basis).
• Density of Helminth Ova. shall be reported as viable helminth ovum per four grams of total solids (dry weight
basis).
Monthly Average Pollutant Concentration Data for All Sewage Sludge or Biosolids Applied to Land
This section summarizes the monthly average pollutant concentrations in the biosolids or sewage sludge that was
applied to land during the compliance monitoring period for this SSUID. All pollutant monitoring data should be
reported in milligrams per kilogram (mg/kg), dry weight basis.
Sewage Sludge or Value Parameter Concentration (mg/kg, If No Data, Select One Of The
Biosolids Parameter Qualifier dry -weight basis or Pass/Fail) Following
Arsenic
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Cadmium
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Copper
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Lead
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Mercury
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Nickel
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)

Sewage Sludge or
Biosolids Parameter
Selenium
Zinc
Value Parameter Concentration (mg/kg,
Qualifier dry -weight basis or Pass/Fail)
If No Data, Select One Of The
Following
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSU ID.
Sewage Sludge or Value Parameter Concentration If No Data, Select One Of The
Biosolids Parameter Qualifier (mg/kg, dry -weight basis) Following
Total Nitrogen (TKN plus D (No Sampling or Analysis
Nitrate -Nitrite) Conducted due to Operation
Shutdown)
Sludge Management - Surface Disposal
Sludge Management - Incineration
Sludge Management - Other Management Practice
Additional Information
Please enter any additional information that you would like to provide in the comment box below.
Additional Attachments
Name
Certification Information
Form has not been certified yet.
Created Date
Size

MUDDY CREEK WWTP
EPA ID #:
NCL050342

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Biosolids Annual Report Landing Page / CITY OF WINSTON-SALEM
NPDES ID: NCL050342
Biosolids Status: Active
Facility Name: CITY OF WINSTON-SALEM
PO BOX 2511 WINSTON SALEM, NC 27102-2511
View Annual Report
NPDES 0-0EPA UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
FORM
6100-035
WASHINGTON, DC 20460
BIOSOLIDS ANNUAL REPORT
Form Approved.
OMB No. 2040-
0004.
Exp. 07/31 /2026
EPA's sewage sludge regulations require certain publicly owned treatment works (POTWs) and Class I sewage sludge
management facilities to submit to a Sewage Sludge (Biosolids) Annual Report (see 40 CFR 503.18 (https://www.ecfr.gov/cgi-
bin/text-idx?node=pt40.32.503&rgn=div5#se40.32.503_118), 503.28 (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_128), 503.48 (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se4O.32.503_148)). Facilities that must submit a Sewage Sludge (Biosolids) Annual Report include
POTWs with a design flow rate equal to or greater than one million gallons per day, POTWs that serve 10,000 people or more,
Class I Sludge Management Facilities (as defined by 40 CFR 503.9 (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se4O.32.503_19)), and facilities otherwise required to file this report (e.g., permit condition,
enforcement action, state law). This is the electronic form for Sewage Sludge (Biosolids) Annual Report filers to use if they are
located in one of the states, tribes, or territories (https://www.epa.gov/npdes/npdes-state-program-information) where EPA
administers the Federal biosolids program.
For the purposes of this form, the term 'sewage sludge (https://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se40.32.503_19)' also refers to the material that is commonly referred to as 'biosolids'. EPA does
not have a regulatory definition for biosolids but this material is commonly referred to as sewage sludge that is placed on, or
applied to the land to use the beneficial properties of the material as a soil amendment, conditioner, or fertilizer. EPA's use of the
term 'biosolids' in this form is to confirm that information about beneficially used sewage sludge (a.k.a. biosolids) should be
reported on this form.
Public Availability of Information Submitted on and with this Program Report
EPA may make all the information submitted through this form (including all attachments) available to the public without further
notice to you. Do not use this online form to submit personal information (e.g., non -business cell phone number or non -business
email address), confidential business information (CBI), or if you intend to assert a CBI claim on any of the submitted information.
Pursuant to 40 CFR 2.203(a), EPA is providing you with notice that all CBI claims must be asserted at the time of submission.
EPA cannot accommodate a late CBI claim to cover previously submitted information because efforts to protect the information
are not administratively practicable since it may already be disclosed to the public. Although we do not foresee a need for
persons to assert a claim of CBI based on the types of information requested in this form, if persons wish to assert a CBI claim
we direct submitters to contact the NPDES eReporting Help Desk ([e-mail]
(mailto:[e-mail])) for further guidance.
Please note that EPA may contact you after you submit this report for more information regarding your sewage sludge
management program.
Burden Statement
This collection of information is approved by OMB under the Paperwork Reduction Act, 44 U.S.C. 3501 et seq. (OMB Control No.
2040-0004). Responses to this collection of information are mandatory in accordance with EPA NPDES regulations (40 CFR
503.18, 503.28, and 503.48). An agency may not conduct or sponsor, and a person is not required to respond to, a collection of
information unless it displays a currently valid OMB control number. The public reporting and recordkeeping burden for this
collection of information are estimated to average one to five hours per response. Send comments on the Agency's need for this
information, the accuracy of the provided burden estimates and any suggested methods for minimizing respondent burden to the
Regulatory Support Division Director, U.S. Environmental Protection Agency (2821T), 1200 Pennsylvania Ave., NW, Washington,
D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address.
Program Information

Please select all of the following that apply to your obligation to submit a Sewage Sludge (Biosolids) Annual Report
in compliance with 40 CFR part 503. The facility is:
• a Class I Sludge Management Facility as defined in 40 CFR 503.9
• a POTW with a design flow rate equal to or greater than one million gallons per day
• a POTW that serves 10,000 people or more
In the reporting period, did you manage your sewage sludge or biosolids using any of the following management
practices: land application, surface disposal, or incineration?
E YES ONO
If your facility is a POTW, please provide the estimated total amount of sewage sludge produced at your facility for
the reporting period (in dry metric tons). If your facility is not a POTW, please provide the estimated total amount of
biosolids produced at your facility for the reporting period (in dry metric tons).
4126
Reporting Period Start Date: 01/01/2023 Reporting Period End Date: 12/31/2023
Treatment Processes
Processes to Significantly Reduce Pathogens (PSRP):
Anaerobic Digestion
Processes to Further Reduce Pathogens (PFRP):
Heat Drying (e.g., Flash Dryer, Spray Dryer, Rotary Dryer)
Physical Treatment Options:
Preliminary Operations (e.g., sludge grinding, degritting, blending)
Thickening (e.g., Gravity and/or Flotation Thickening, Centrifugation, Belt Filter Press, Vacuum Filter, Screw Press)
Other Processes to Manage Sewage Sludge:
Methane or Biogas Capture and Recovery
Analytical Methods
Did you or your facility collect sewage sludge or biosolids samples for laboratory analysis? C YES ONO
Analytical Methods
• EPA Method 6010 -Arsenic (ICP-OES)
• EPA Method 6010 - Cadmium (ICP-OES)
• EPA Method 6010 - Copper (ICP-OES)
• EPA Method 6010 - Lead (ICP-OES)
• EPA Method 7471 - Mercury (CVAA)
• EPA Method 6010 - Molybdenum (ICP-OES)
• EPA Method 6010 - Nickel (ICP-OES)
• EPA Method 6010 - Selenium (ICP-OES)
• EPA Method 6010 - Zinc (ICP-OES)
• Standard Method 4500-NH3 -Ammonia Nitrogen
• EPA Method 9056 - Nitrate Nitrogen (IC)
• Standard Method 2540 - Total Solids
• EPA Method 1311 - Toxicity Characteristic Leaching Procedure
• EPA Method 9045 - pH (> 7% solids)
• Standard Method 2550 - Temperature
Standard Method 9221 - Fecal coliform
Other Analytical Methods
• Other Metals Analytical Method
Other Analytical Methods Text Area:
EPA 6010D: Aluminum, Calcium, Iron, Magnesium, Potassium, Phosphorus, Sodium; Sodium Adsorption Ratio (by calculation)

Other Total Kjeldahl Nitrogen Analytical Method
Other Analytical Methods Text Area:
SM 19-22 4500-N Org B, C-NH3 C
Sludge Management - Land Application
ID: 001
Amount: 4126
Handler, Preparer, or Applier Type: Off -Site Third -Party Handler or Applier
Facility Information:
Granville Farms
Granville Farms PO Box 1396
Oxford, NC 27565
US
Contact Information:
Jason Smith
Vice President Biosolids Manager
252-903-5367
[e-mail]
Management Practice Detail: Distribution and Marketing - Heat Dried Biosolids
Bulk or Bag/Container: Bulk
Pathogen Class: Class A EQ
Sewage Sludge or Biosolids Pathogen Reduction Options:
Class A -Alternative 1: Time/Temperature
Sewage Sludge or Biosolids Vector Attraction Reduction Options:
Option 7 - Drying (Equal to or Greater than 75 Percent)
Amount Transferred (dry metric
tons):
4126
Did the facility land apply bulk sewage sludge when one or more pollutants in the sewage sludge exceeded 90
percent or more of any of the cumulative pollutant loading rates in Table 2 of 40 CFR 503.13?
❑ YES R NO O UNKNOWN
Monitoring Data
INSTRUCTIONS: Pollutants, pathogen densities, and vector attraction reduction must be monitored when sewage
sludge or biosolids are applied to the land. Please use the following section to report monitoring data for the land
application conducted by you or your facility in the reporting period for this SSUID. These monitoring data should be
representative of the sewage sludge or biosolids that was applied to land during the compliance monitoring period for
this SSUID (40 CFR 503.8(a) (http://www.ecfr.gov/cgi-bin/text-idx?node=pt4O.32.503&rgn=div5#se4O.32.503_18)). All
pollutant monitoring data should be reported in milligrams per kilogram (mg/kg), dry weight basis. EPA will be using
these data to demonstrate compliance with EPA's land application requirements (40 CFR 503, Subpart B).
Compliance Monitoring Periods
INSTRUCTIONS: Please use the table below to identify the start date and end date for each compliance monitoring
period. You can adjust the start and end dates as needed. Please note that the compliance monitoring periods cannot
overlap and that each compliance monitoring period must have a start date that is equal to or less than the end date.
The number of compliance monitoring periods is based on the number of metric tons (dry weight basis) of sewage
sludge or biosolids land applied in the reporting period (summed across all land application SSUIDs). For example,
you will need to provide monitoring data for 12 compliance monitoring periods for each land application SSUID when
you land apply 15,000 or more metric tons (dry weight basis) of sewage sludge or biosolids (summed across all land
application SSUIDs) in the reporting period (see 40 CFR 503.16 (http://www.ecfr.gov/cgi-bin/text-idx?
node=pt40.32.503&rgn=div5#se4O.32.503_1 16)).
Compliance Monitoring Event No. Compliance Monitoring Period Compliance Monitoring Period End
Start Date: Date:
01 /01 /2023 02/28/2023

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9'9Z =
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L'06 >
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£'9Z =
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L'O 6 >
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aalaweaed spllosol8
auo ioalas `elea ON 11 -fup `631/6w) uollealuaouoo aalaweaed anleq
jo 96pnlg a6emag
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0891 = oulz
Me > wnlualaS
9' 9Z = 19MOI N
8Z'0 = tinoaalnl
9'£Z = pea-1
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auO;oalag 'e;e❑ ON;l -Aip `6M/6w) uol;ea;uaouoo aa;aweaed amen io 96pnlg a6emeS
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-(slseq lg6lam Aip) spllos lelol;o swea6
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a6pnls
abemas jo saldwes lenpinlpul uanas Jo sllnsaa aql jo ueaw oplawoa6 aql se possaadxa (slseq lg61am
Aip) spllos lelol to wea6 aad shun bulwao3 Auoloo jo aagwnN algeqoad lsolnl se palaodai aq llegs 96pnls
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'(s!seq
lg6!ann Np) spllos lelol;o swea6 ino; aad wnno glulwlag olgeln se poliodai aq Ilegs 'eno glulwlaH;o Al!suaCl
-(s!seq
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uoponpeN uolloeally ao;oan piny 1-19604led
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6'0l >
wn!ualas
6'ZI =
IalloIN
6'06 >
wnuapgAloW
617'0 =
funoiaW
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peak
Z£Z =
jaddoo
9£'17 >
wnlwpeo
6'01 >
oluesay
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auo;oalas `e;ea ON;l -iGp `6)l/6w) uollea;uaouoo aalaweaed anlen ao a6pnls a6ennas
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ONO S3A O
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(a1P1!N-9leal!N
Z9161 =
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aalaweaed sp!losolg
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1631/6w) uollealuaouoa aalaweled amen
ao a6pnls 96ennas
aIf1SS s!ql aoj pouad
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jo abpnls a6emas
agl ul (N se 'a1!A!N-aleal!N
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96ea9ne ag1 liodad
oulz
86'L >
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st7'0 =
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£Z =
peak
61,Z =
aaddoo
ZL'Z >
wn!wpeO
Z9'9 >
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6ulnnollo3 84110
(I!e=l/ssed ao slseq 1461am dal;!lent)
aoloweied sp!IosolEI
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ao 96pnls a6ennas
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Z£' 0
617E
OtiZ
95' it
L'66
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DUO ;oalag `e;e(I ON;l -Aip `64/6w) uol)ea;uaauOO as;aweaed
tinoian
= peak
= aaddoo
> wnlwpeo
> oluasay
aal;llent) as;aweaed spllosol8
onlen ao 96pnlg a6emag
-siseq lg6lam ijp '(6>I/6w) wea6olhl jad swea6llllw ui paliodai
aq pinogs elep buuolluow luelnllod lltf 'OIf1SS sly; aol polaad 6uuolluow eouelldwoo aql 6uunp puel of palldde
seen legl a6pnls abemas ao spllosolq eql ui suolleilueouoo luelnllod a6eaane Algluow eql sozuewwns uolloas sigl
pue-I o; pallddV spllosols ao 96pnlg a6emas ll`d ao; e;ea uol;ea;ueouoo ;ue;nllod 06e.aanb Alq;uOIN
-(siseq
lg6lam /up) spllos lelol to swej6 inol jad wnno glulwlaq algeln se pa}jodaj aq llegs -enp glulwlaH 10 Al!suaa
-(siseq
lg6lam fup) spllos lelol to swe b inol aad llun bulwjol-anbeld se paliodai aq !legs sasniln olaalua 10 Allsuaa
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inol aad aagwnN algeqoad lsoW se paliodai aq Ilegs a6pnls abemas oql ui elaaloeq -ds ellauowleS to Allsuaa
abpnls
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tip) spllos lelol to wea6 aad sllu fl 6unwo j Auoloo ao aagwnN algeqoad lson se paliodai eq llegs 96pnls
a6emas eql ul waollloo leoal to Allsuap eql 'uolldo luawabeuew 6 anlleuaally - 8 ssel:D agl buisn uagM
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10 DUO;aalag'e;eQ ON;l onleq uol;onpoN u86041ed ao 96pnlg a6emag
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aol jean( bulliodai eql 6uunp puel of palldde sem legl spllosolq ao 96pnls abemas aql ui salllsuap ua6ogled aql laodaH
uol;onpab uol;oea;;y ao;oaq puy u86041ed
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aal;ilenb
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amen
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pue-1 of pallddy spllosol8 jo a6pnlS 96emaS 11V aol ele(] uolleilueouo(] wnwlxew
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eq pinogs elep 6uuopow luelnllod !iv -ainss sm Joi pouad bu!Jol!uow aoue!ldwoo aql bu!Jnp puel of pa!!dde
seen legl 96pnls a6ennas Jo sp!loso!q aql ui suo!leilueouoo luelnllod 96eJane Algluow aql sazlJewwns uo!loas s!ql
pue-1 o; pallddy spllosol8 Jo a6pnlg a6eanag lly Jo; a;e(i uol;eJ;uaouoa )ue;nllod 06eJ8Ab J(lg;uoW
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•(s!seq lg6!ann AJp) sp!los lelol;o swea6
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;o ouo;oalas'e;ea ON;l ones uol;onpaU u96og;ed Jo a6pnlg a6ennag
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ul wJo;!loo leoaj 10 Al!suap ag110 ueaw oplawoa6 aql lJodaJ aseald 'uo!ldo luawa6euew 6 an!leuJallb' — 8 sselo
aql bu!sn uaq/N •sp!!oso!q Jo abpnls abennas y sselo Jo; Al!suap uabogled wnw!xew aql lJodaJ aseald-olflss slgl
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uol;onpa2{ uol}oeJ};y Jo;oan puy u06041ed

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wo0plo0 le0a3
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ao 96pnlg a6emes
'[(Z)(q)Z£'£09 a_jo Ob aas] spllosolq ao a6pnls abemas 8 ssel0
ul moploo leoal to Allsuap agl to ueaw olalawo96 aql liodaa aseald `uolldo luawa6euew 6 anllewallb'— a sse10
aql 6ulsn uagM spllosolq jo a6pnls a6emes y ssel0 aol Allsuap uabogled wnwlxew aql liodaa aseald 'aIf1SS slid
aol jean( 6ulliodaa aql 6uljnp puel of papdde seen legl spllosolq ao 96pnls a6eMas aql ul salllsuap uabogled aql laoda�j
uol;onpaM uolloealld JOloan puy u86ogled
099 6
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amen
ao a6pnlg 96emeS
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10 auo loalag `elea ON 11 1631/6w) uotlealuaouoo aalaweJed amen ao a6pnIS 96emeS

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aql ul (N se 'al!A!N-aleallN snld NAD ua6OalIN lelol to (slseq lg6lam fup '6�/6w) uolleiluaouoo a6ejane aql lJoda�j
099 6 =
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aup loalas `elea ON;l -A-ip B)l/6w) uollealu83uO3 aalaweaed ones ao a6pnls a6emas
-slseq lg6lam Aip '(6�/6w) wej6olh1 jad swej6llllw ul palaodai
aq pinogs elep 6uuolluow luelnllod Ilb''dinss slglaol polaad 6uuolluow aouelldwoo all 6uunp puel of pagdde
sem legl a6pnls a6emas ao spllosolq aql ul suolleilueouoo luelnllod a6eaane AIgluow aql sazlaewwns uolloas slgl
pue-1 of pallddV spllosol8 jo 96pnls a6emas liv iol elea uolleilueouoa luelnllod a6eaand AlyluOYY
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lg6lam fup) spllos lelol to swej6 inol aad wnno glulwlaq algeln se palaodai aq llegs 'enO glulwlaH to Allsuaa
-(slseq
lg6lam [up) spgos lelol to swea6 inol aad llun 6ulwaol-enbeld se palaodaa aq llegs sasnaln olaalua to Allsuat]
•(slseq lg6lam tip) spllos lelol to swea6
inol aad aagwnN algegojd lsoVV se paliodai aq llegs 96pnls abemas aql ul elaaloeq -ds ellauowleS to Allsuaa
a6pnls
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abemas aql ul wjollloo leoal to Allsuap eql 'uolldo luawebeuew 6 anlleuJalld - 8 sselO aql 6ulsn uaq/N o
-(slseq lg6lam fup) spllos
lelol to wea6 aad iagwnN algegOad lsolnl se paliodaa aq llegs a6pnls abemas aql ul wiollloo leoal to f%llsuaa
:((Z£"£09
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aanleaadwal/awll
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10 aup loalas `elea ON 11 amen uollonpa21 ua6044ed ao a6pnls a6emas

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ul waol!loo leoal to AI!suap a411O ueaw oplawoa6 a41 laodaa aseald `uo!ldo luawa6euew 6 anlleu.Iall`d— 8 sselo
a41 6u!sn ua4M -sp!loso!q ao a6pnls a6emas y sselo aol AI!suap uabo43ed wnw!xew a41 liodaa asea!d 'al(1SS s!41
aol aeaA 6u!liodaa a416uunp puel of pa!ldde seen le41 sp!loso!q ao 96pnls a6emas a41 ui sa!1!suep uabogled a41 laoda�j
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Sewage Sludge or
Biosolids Parameter
Selenium
Zinc
Value Parameter Concentration (mg/kg,
Qualifier dry -weight basis or Pass/Fail)
If No Data, Select One Of The
Following
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
D (No Sampling or Analysis
Conducted due to Operation
Shutdown)
Report the average concentration (mg/kg, dry weight basis) of Total Nitrogen (TKN plus Nitrate -Nitrite, as N) in the
sewage sludge or biosolids that was applied to land during the compliance monitoring period for this SSUID.
Sewage Sludge or Value Parameter Concentration If No Data, Select One Of The
Biosolids Parameter Qualifier (mg/kg, dry -weight basis) Following
Total Nitrogen (TKN plus D (No Sampling or Analysis
Nitrate -Nitrite) Conducted due to Operation
Shutdown)
Sludge Management - Surface Disposal
Sludge Management - Incineration
Sludge Management - Other Management Practice
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