WQ0029804_Residual Annual Report 2019_20200212

Ainston-Salem / Forsyth County
UCORO es
N*WWater • Wastewater • Solid Waste 1w
�p
Wastewater Division, 2799 Griffith Road, Winston-Salem, "ogv
O: 336-727-8000, F: 336-659-4320, wsfcutilities.org
C Jr.
February 10, 2020 Qe
North Carolina Department of Environment and Natural Resources
Division of Water Resources, Water Quality Permit Section, Non-DischAt",ing Unit
Information Processing Unit elf
61h Floor �FI
Division of Water Resources D 2�
1617 Mail Service Center ORMA1iwRSEcrION
Raleigh, NC 27699-1617 �NPR66 SIVGU%/T
I Please find attached the 2019 annual monitoring report for the Winston-Salem/Forsyth County Utilities
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 #WQ0029804 and is permitted as
the "Thermal Biosolids Dryer Management Facility". In addition to the Class A Dryer Facility, the Utilities
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. Both WWTPs consistently achieved % VSR greater than 38% for 2019. Also, both
WWTPs met the time/temperature requirement for Pathogen Reduction for 2019.
For the Class A EQ Biosolids program, please find attached:
■ Certification FORM DMSDF
■ a Contractor Handout, signed by the current contractor
■ laboratory data for metals, nutrients and TCLP testing
■ Pathogen and Vector Attraction Reduction Certifications (FORM PVRF 02T)
■ laboratory data on Fecal Coliform testing
• operational data for the Dryer Facility
All 40 CFR Part 503 regulatory limits were met for the classification of these biosolids as a Class A EQ
product in 2019.
City Council: Mayor Allen Joines; Vivian H. Burke, Mayor Pro Tempo re, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark,
West Ward; John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plyler, Chair; Don Martin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Linville; Tonya McDaniel; Gloria D. Whisenhunt; County
Call 311 or 336-727-8000 Manager: Dudley Watts, Jr.
Winston-Salem/Forsyth County Utility Commission: Randall S. Tuttle, Chair; L. Wesley Curtis, Jr., Vice Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long;
[e-mail] Hugh W. Jernigan; Chris Parker; James Ruffin; Donald R. Stewart; Allan Younger

Following an in-house review by Environment 1 staff in September 2019, it was reported to Dryer Facility staff
that there had been an error in the way Fecal coliform MPN values were calculated. As a result, all previous
Fecal coliform MPN values for 2019 were re -calculated by Environment 1. Dryer Facility staff then made
corrections to all forms, reports and summaries; copies of the corrected Environment 1 reports are included.
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, therefore no analytical
data.
The City/County 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 if desired.
If you should have questions, please call me at 336-397-7662 or Courtney Driver (Utilities Director) at 336-
747-7315.
Sincerely,
Bruce M. Casey
Utility Plant Supervisor (Biosolids)

January 7, 2013
winslon Salem
Mr. Charles Wakild
Office of the Director of Water Quality Division
City Manager NCDENR-DWQ
Gregory M. Turner, RE. 1636 Mail Service Center
A.sdstant city Manager Raleigh, NC 27699-1636
City or Winston-Salem
P0. `
Winston-Salem NC 27102 Subject: Delegation of Signature Authorit
y
Tel 33(,.747,6866 Winston-Salem/Forsyth County Utility Commission
Fax [phone]
eig-f —°tx Dear Mr. Wakild:
u•eururrrya�arJ.or�
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 2B.0506.
NPDES PERMITS
NCO037834
City
of WS Archie Elled e WWTP
NCO050342
City
of WS Muddy Creek WWTP
NCO079821
City
of WS Thomas WTP
NCO086011
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].
;Sincerelgory . Turner, PE
Assistant City Manager
free to contact Ron Hargrove (Acting Utilities
cc: Winston-Salem Regional Office
Call 311 or 336-727-8000
[e-mail]
Gty Cauadh Mayor Allen Joine.: Vivian 11. ltu l,e. Mayor I'm d'cmlwtm, North —Wind; lknix 1). Adams, N-th Ward; Dan Pcc,c, \outhwnt Ward: Rohm C. Clark. WWard;
Melly Lcight. tiouth Wand: Wanda hlcmM. Northwest Ward: D—in 1-Montgomery, East Wand; JamesTaylor. Jr.. &wthaa Ward; City Manages: lac 1). fatrity

Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
TABLE OF CONTENTS
Class A EQ Annual Distribution & Marketing / Surface Disposal Certification &
Summary Form (DENR FORM DMSDF); Pellet Handout Sheet (Contractor); Dry Ton
Distribution Summary
2. Residuals Sampling Summary Explanation; Laboratory Data Certification; Laboratory
Data (FORM RSSF; FORM RSSF-B)
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 Chart of Fecal Coliform Analysis; Fecal Coliform
Analysis Lab Results and Corresponding Chain of Custody Forms
6. Dryer Facility Compliance Operational Reports
7. Winston-Salem/Forsyth County Utilities Commission Class A EQ "Soil Solution"
Information Handouts
S. Winston-Salem/Forsyth County Utilities 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, Examples &
Operational Data (Archie Elledge WWTP; Muddy Creek WWTP)

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section 1. Class A EQ Annual Distribution & Marketing / Surface Disposal Certification &
Summary Form (DENR FORM DMSDF); Pellet Handout Sheet (Contractor); Dry Ton
Distribution Summary

CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY FORM
WQ PERMIT #: WQ0029804 FACILITY NAME: Winston-Salem/Forsyth County Utilities Commission Thermal Biosolids Dryer Management Facility
PHONE: [phone] COUNTY: Forsyth OPERATOR: Bruce M. Casey
FACILITY TYPE (please check one): ® Surface Disposal (complete Part A (Source(s) and "Residual In" Volume only) and Part C)
Calendar Year: 2019 ® Distribution and Marketing (complete Parts A, B, and C)
Was the facility in operation during the past calendar year? Yes 0 No ® —* 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
Name(s)
Volume (dry tons)
Intended use(s)
January
as shown above
None
Soil Plus
715.8
Agriculture / Turf
February
as shown above
None
Soil Plus
490.1
Agriculture / Turf
March
as shown above
None
Soil Plus
725.5
Agriculture / Turf
April
as shown above
None
Soil Plus
577.6
Agriculture / Turf
May
as shown above
None
Soil Plus
713.2
Agriculture / Turf
June
as shown above
None
Soil Plus
492.6
Agriculture / Turf
July
as shown above
None
Soil Plus
478.6
Agriculture / Turf
August
as shown above
None
Soil Plus
462.9
Agriculture / Turf
September
as shown above
None
Soil Plus
547.4
Agriculture / Turf
October
as shown above
None
Soil Plus
482.1
Agriculture / Turf
November
as shown above
None
Soil Plus
565.0
Agriculture / Turf
December
as shown above
None
Soil Plus
727.8
Agriculture / Turf
Total from FO S
FORM DMSDF (sup)
( P
0-'"'
5- i'
0 .-`.:
Totals: Annual (dry tons)
0
0
0 ;,s
6978
Amendment(s) used.-T
Bulking Agent(s) used:
* If more space is required, attach additional information sheets (FORM DMSDF (supp)):
Part C:
Total Number of Form DMSDF (Supp) 1 0
Facility was compliant during the past calendar year with all conditions of the land application permit 21 Yes
(including but not limited to items 1-3 below) issued by the Division of Water Resources: Cl 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 penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for
submitting false info ation, including the possibility of fines and imprisonment for knowing violations."
Signature of P itt Date Signature of Preparer** Date
(if different from Permittee) VVV
**Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC !T. 1102 (26)
DENR FORM DMSDF (12/2006)

Manson Apeads compfex
myth County
U611fles
M City of T 33EM.8000
2799 Griffith Road F 336.-559.4320
Winston-Salem, NO 27103 WwxftY0fi%%.0rg
VVINSTON-SALEM SOIL SOLU77ON
A high quality blosolids product for use as a
soli amendment for agriculture (by Contractor)
Produced by the
Winston-Salem/Forsyth County Utilifies 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 fmrn the heat treatment of residuals
from municipal wastewater. This product meets the standards for a Class A, Exceptional Quality
biosolids product according to the EPAs 40CFR Part 603 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 waterbodles 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 productintoany surface waters.
The Citly/County Ufflities Commission will -accept no liability for misuse of the Winston-Salem Sol]
Solution product. For further information on the use of this product, contact Mr. Bruce Casey at
336-397-7662 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 1.0-1.6%
Phosphorus 1.0-2.0%
Potassium 0.12-0.18%
Receiver's Signature .17-1) t1. sa& Date
Revised 1116/19
GMEWCLI- n.*",as�"7.4,v.,-*D.",�,s�,�,�"V.WR.7.,�, r- C13*, W-V
Cell 311 or 336-727-8000
di:y[[e-mail].o.,g

Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division. of Water Quality Permit #WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Dry Ton Distribution Summary
Combined Biosolids Class A EQ Pelletized Product Bulk Distributed for Land Application:
6978 English Dry Tons - 6330 Metric Dry Tons
Combined Biosolids Class A EQ Pelletized Product Distributed through Pellet Giveaway
Program to Lawn & Home Garden or Agriculture:
�i 0 English Dry Tons - 0 Metric 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 2019 at Archie Elledge and Muddy Creek WWTPs
(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).

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section 2. Annual Residuals Sampling Summary; Laboratory Data Certification; Laboratory
Data (FORM RSSF; FORM RSSF-B)

66nston-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 Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
ANNUAL RESIDUALS SAMPLING SUMMARY 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 April, 2019;
results are attached.
(C) Listed below are the labs used to generate 2019 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
(D) The Dryer Facility staff will make available for inspection all original individual laboratory
reports.
(E) Per direction of the Winston-Salem Regional Office, a nitrogen mineralization study of the
Class A biosolids pellets was conducted in 2019. See the attached final report for details.
City Council: Mayor Allen Joines; Vivian H. Burke, Mayor Pro Tempo re, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark,
West Ward; John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plyler, Chair; Don Martin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Linville; Tonya McDaniel; Gloria D. Whisenhunt; County
Call 311 or 336-727-8000 Manager: Dudley Watts, Jr.
Winston-Salem/Forsyth County Utility Commission: Randall S. Tuttle, Chair; L. Wesley Curtis, Jr., Vice Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long;
[e-mail] Hugh W. Jernigan; Chris Parker; James Ruffin; Donald R. Stewart; Allan Younger

t
Winston-Salem/ Forsyth County
Utelete
liies
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
O: 336-727-8000, F: 336-659-4320, wskutilities.org
FACILITY: Dryer Facility WQ0029804
REPORTING PERIOD: January - December 2019
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.1319.
Lab Supervisor:
Date: ' �� 5 �,a() A C)
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: 1 — .2 3
FMIIVW City Council: Mayor Allen Joines; Vivian H. Burke, Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark,
West Ward; John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plyler, Chair; Don Martin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Linville; Tonya McDaniel; Gloria D. Whisenhunt, County
Call311 or336-727-8000 Manager: Dudley Watts, Jr.
Winston-Salem/Forsyth County Utility Commission: Randall S. Tuttle, Chair; L. Wesley Curtis, Jr., Vice Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long;
citylinkOa cityofws.org Hugh W. Jernigan; Chris Parker, James Ruffin; Donald R. Stewart; Allan Younger

ANNUAL. RESIDUAL SAMPLING SUMMARY FORM
Please note that your permit may contain additional parameters to be analyzed. The parameters can be reported in FORM RSSF -13
WQ Permit Number: WQ0029804 Laboratory: 1) Archie Elledge WWTP Laboratory -NC Cert #69
Facility Name: Winston-Salem/Forsyth Co. Utilities Commission Thermal Biosolids Dryer Management Facility 2) Environment 1 Inc. -NC Cert #10
Residual Source WQ #
or NPIDES #: NPDES #'s NCO037834 & NCO050342 Combined
WWTP Name: Elledge/Muddy Mix Dryer Pellets
Residual Analvsis Data
3) Rogers & Callcott Engineers Inc. - NC Cert #27
4) Con -Test Analytical Laboratory - NC Cert #652
5)
6)
Parameter
(mg/kg)
Ceiling
Conc. Limit
(mg/kg)-
Sample Date
1/4/2019
2/1/2019
3/l/2019
4/5/2019
5/3/2019
6/7/2019
7/8/2019
8/2/2019
9/6/2019
10/4/2019
11/1/2019
12/6/2019
Percent Solids C/o)
NA
88.28
92.10
90.54
90.60
87.90
90.18
88.48
90.32
92.78
89.76
89.36
85.34
Arsenic
75
<5.60
<5.33
<5.45
<5.52
<5.44
<5.47
<5.27
<5.26
<5.38
<5.12
<5.53
<5.67
Cadmium
85
<2.24
<2.13
<2.18
<2.21
<2.17
<2.19
<2.11
<2.11
<2.15
<2.05
<2.21
<2.27
Copper
4,300
207
90.1
220
245
116
268
270
253
268
260
251
227
Lead
840
36.1
16.7
31.2
27.3
13.1
32.1
34.1
39.2
29.7
34.3
31.0
27.4
Mercury
57
0.42
0.28
0.28
0.27
0.41
0.43
0.56
0.37
0.40
0.38
0.34
0.30
Molybdenum
75
7.23
<5.33
6.97
7.64
<5.44
9.28
8.94
9.41
<10.8
9.69
9.70
8.06
Nickel
420
17.9
7.99
19.3
22.8
9.29
19.1
19.2
19.5
19.7
18.4
19.5
17.2
Selenium
100
<5.60
<5.33
<5.45
<5.52
<5.44
<5.47
<5.27
<5.26
<5.38
<5.12
<5.53
<5.67
Zinc
7,500
1170
479
1160
1100
542
1360
1450 .
1400
1410
1420
1490
1320
Total Phosphorus
NA
17300
8180
19300
17500
9900
24100
21800
21300
22600
22100
12100
16800
TKN
NA
20489
14652
17883
15005
18948
16248
15312
16297
14106
9765
10758
20079
Ammonia -Nitrogen
NA
4053
3663
3532
2869
3609
2893
3828
3524
3319
2885
2635
3502
Nitrate + Nitrite
NA
<220.0
<440.0
<440.0
<440.0
<220.0
<240.0
<240.0
<240.0
<240.0
<240.0
<240.0
<70.0 '
a.. .. ...
..._. _. ...
-
-
or surface aisposai raciiities the ceiling concentration limits listed in this form are not applicable. Reference the individual permit for metals limits. ' Data qualified due to matrix intererence.
"I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gathered and evaluated the information submitted. d am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations." /
Signature of Preparer * Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM RSSF (12/2006)

ANNUAL RESIDUAL SAMPLING SUMMARY FORM - B
Report all sampling analysis results for parameters not listed in FORM RSSF that are part of .the WQ permit or were analyzed for over the past
calendar year. Use additional forms as needed.
WQ Permit Number: WQ0029804 Laboratory:
Facility Name: Winston-Salem/Forsvth Co Utilities Commission Thermal Biosolids Dryer Management Facility
Residual Source
NPIDES # or WQ#: NPDES Ps NC0037834 and NC0050342 Combined
WWTP Name: Elledge/Muddy Mix Dryer Pellets
Residual Analvsis Data
1) Archie Elledge WWTP Laboratory -NC Cert. #69
2) Environment 1 Inc. -NC Cert #10
3) Rogers & Callcott Engineers Inc. - NC Cert 427
4) Con -Test Analytical Laboratory - NC Cert #652
5)
6)
Parameter
(mg/kg)
Sample Date
1/4/2019
2/1/2019
3/1/2019
4/5/2019
5/3/2019
6/7/2019
7/8/2019
8/2/2019
9/6/2019
10/4/2019
11/1/2019
12/6/2019
Aluminum
11900
8420
13700
13600
5680
10800
14000
12400
12000
8960
10400
9260
Calcium
14200
14500
15300
15500
8640
17800
16500
17600
20000
18300
11000
15300
Magnesium
3590
2600
4150
4230
2090
4790
3860
5130
5190
5010-
4050
3420
Potassium
1750
657
1560
1780
820
1710
1810
1790
1690
1610
1580
1540
Sodium
632
263
578
599
352
742
618
739
639
723
721
536
pH
7.08
7.12
7.12
7.09
7.12
7.04
6.99
7.22
7.08
7.18
7.13
7.02
Duplicate pH
7.11
7.14
7.20
7.09
7.15
7.08
7.02
7.27
7.09
7.18
7.20
7.08
P.A.N. Surface
5534
4469
5076
4302
5092
4358
4451
0'
0'
0'
--0'
0'
Sodium Adsorption Ratio
1.2
0.5
1.0
1.0 -
0.8
1.2
1.1
1.2
1.0
1.2
1.4
0.9
'Updated Mineralization Rate based
on Nitro --in
1'
g Inera Izatlon Study, August 2019; see study attached.
"I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gathered and evaluated the information submitted. I am aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment for knowing violations."
131u�, 15�
Signature of Preparer *
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
) ac)
Date
r1CKID CnoRfi MCCC n ieninnnn_%

Natural Resource Solutions LLC
6950 Dickinson Road
Greenleaf, WI 54126
www.natu'rairesourcesolutions.net
Nitrogen Mineralization Study
Date: 8/22/2019
Re: Winston-Salem Pelletized Biosolids
Background
l
Winston-Salem, North Carolina processes their biosolids by pelletizing and thermal treatment.
The processing creates Class A exceptional quality biosolids. The North Carolina Department of
Environmental Quality has recommended a nitrogen mineralization study on the biosolids to
accurately determine the rate of nitrogen release. It has been speculated that the thermal
treatment may reduce the plant -available nitrogen, as compared to non -treated biosolids. This is
supported by observations by Winston-Salem personnel.
Winston-Salem commissioned this nitrogen mineralization study in response to the Department of
Environmental Quality recommendation. Following is an overview of biosolids organic carbon
decomposition and nitrogen mineralization, and study materials, methods, and results.
Organic Carbon Decomposition and Nitrogen Mineralization
When a fresh source of organic carbon, such as the biosolids, are added to soil it is decomposed by the
microbial population in the soil. The microbes will utilize the carbon as an energy source, and they
require nitrogen as a nutrient to build their cells and extract energy. The relationship of carbon to
organic nitrogen (CON) has a major influence on the rate of decomposition and subsequent
mineralization of the organic nitrogen in the carbon source. Organic nitrogen must be converted to a
mineral form in order for it to be available to vegetation. Organic nitrogen in a by-product will be
readily mineralized and support both decomposition and vegetation at a CON of 15:1, or less'. As the
CON rises above 15:1 there will be some level of nitrogen immobilization. The biosolids CON is 29:1
their application will result in immobilization of soil nitrogen until the decomposition process lowers the
C:ON to 15:1.
' Gilmour, J.T. and M. D. Clark. 1988. Nitrogen release from wastewater sludge: A site specific approach.
J. Water Pollution Control Fed. 60:494-498.

r ?
A nitrogen mineralization study is a means of quantifying the decomposition of an organic carbon
source and predict'nitrogen transformations in amended soil. The study is completed in two
phases. The first phase involves the incubation of a control soil and a soil amended with the
organic by-product. Incubation is completed in closed vessels to monitor microbial
decomposition. Decomposition is monitored by measuring carbon dioxide from microbial
respiration. The second phase of the nitrogen mineralization study involves predictive modeling
using the incubation phase results, nitrogen and carbon data from the by-product, and -local
climatic information. The rate of decomposition and the quantity of nitrogen mineralized, or
immobilized, is predicted over several growing seasons and under differing management practices
(e.g. incorporated and surface applied).
Winston-Salem Nitrogen Mineralization Study
Materials
Diane Herndon, with Winston-Salem, collected a composite sample of the biosolids from June 17
through June 20, 2019. The biosolids were received on July 25, 2019. Two subsamples were shipped
to the University of Arkansas Agricultural Diagnostic Laboratory (ADL) for a determination of loss on
ignition (LOI), mineral nitrogen by potassium chloride extraction, and total carbon and nitrogen by
autoanalyzer. Winston-Salem conducts monthly biosolids analyses for total Kjeldahl nitrogen (TIW),
ammonia, and nitrate + nitrite. TKN is the sum of organic nitrogen and ammonia. The sample utilized
in the study had an unusually high nitrogen content when compared to both historic and recent results,
so the average 2019 year to date nitrogen data from Winston-Salem was used for the modeling
portion of this study. A summary of the biosolids carbon and nitrogen results are provided in Table 1.
Tables — Biosolids Analytical Results
Parameter
Concentration in Percent
ADL
Winston-Salem
Solids
92.8
LOI @ 3600 C
52.1
Organic Carbon
38.3
Nitrogen
Total
5.73
1.69
Mineral
0.38
0.35
Organic
5.35
1.34
Natural Resource Solutions LLC Page 2

Diane Herndon also collected a topsoil sample for the study. The topsoil was from the Chewacla soil
series. Soils in this series are very deep, somewhat poorly drained, and formed in alluvium in Piedmont
and Coastal Plain river valleys.
Methods
The moisture content of the topsoil and biosolids was determined by drying to constant weight. The
water holding capacity (WHC) of the topsoil was determined using a Gooch crucible.
One -hundred grams (air-dry equivalent) of topsoil were placed in 950-milliliter respiration vessels. The
biosolids application rate was equivalent to four dry tons per acre (approximately double the program
rate). Topsoil alone served as the control. The amended treatment and control were duplicated. The
moisture content of the topsoil and amended topsoil was increased to 40 percent WHC with distilled
water. The respiration vessels were then placed in a constant temperature chamber at 30°C.
Decomposition of the organic carbon in the biosolids was determined by trapping carbon dioxide in 1N
sodium hydroxide base traps contained in the respiration vessels. The base traps were analyzed by
weak acid titration after the addition of barium chloride. Respiration vessels were aerated at each
titration and the soil moisture adjusted as necessary to maintain at least 40 percent WHC.
The computer model, DECOMPOSITION°, was used for the simulationsz. DECOMPOSITION° is
actually two computer models. The first creates a physical environment where soil, water, and
temperature relationships are established and decomposition rate constants are corrected for these
effects, while the second accounts for the organic carbon amendment and nitrogen mineralization
under field conditions.
In the first portion of DECOMPOSITION©, soil texture is specified and a water balance. for the root -zone
is constructed. Climatic data used in this study was based on records for the area of Raleigh, North
Carolina. These data were used to adjust laboratory decomposition rates to field conditions. The
second portion of DECOMPOSITION° partitions both carbon and nitrogen into the various soil organic
carbon pools. Microbial biomass and soil organic matter, or humus pools, were also included in these
computations. DECOMPOSITION° predicts the monthly decomposition, nitrogen mineralization and
the plant -available nitrogen (PAN) over a period of four years.
z Gilmour, J.T. 1998. Carbon and nitrogen mineralization during co -utilization of biosolids and composts.
pp. 89-112. In S. Brown, S. Angle and L. Jacobs (eds.) Beneficial Co -utilization of Agricultural, Municipal and
Industrial Residuals. Kluwer Academic Publishers, Dordrecht, Netherlands.
Natural Resource Solutions LLC Page 3

Computer simulations were completed for both incorporated biosolids and biosolids that remain at the
surface. Laboratory data was used to generate kinetic constants for the incorporated simulation. In
order to extrapolate to the case with biosolids that remain at the surface, data from the literature were
used 3.
Decomposition Results and Model Predictions
The cumulative decomposition, rate constants (kr — rapid and ks — slow), and percent rapid fraction are
shown in Table 2.
Table 2—Riosolids Decomposition Data
Day
Cumulative Decomposition
0
0
2.3
3.9
3.8
5.1
8.9
9.4
17.9
15.7
24.9
16.7
34.1
17.3
45.9
19.4
Daily kr (adj. to 250 Q
0.0065
Daily ks (adj. to 250 Q
0.0011
Percent Rapid Fraction
15.4
The decomposition data indicates processing the biosolids does modify their characteristics. Gilmour
completed a nation-wide evaluation of biosolids and found the mean kr was 0.0200 and the ks was
0.0016; the mean rapid fraction was 23 percent4. The pelletized and heat -treated Winston-Salem
biosolids are expected to decompose more slowly than non -treated biosolids, which would result in a
lower rate of nitrogen mineralization.
Computer predictions were completed for an April application of one dry ton per acre of biosolids
utilizing the decomposition rate constants together with the analytical results presented in Table 1. It
was assumed 50 percent of the ammonia in the biosolids would volatilize during handling and
application for the incorporated scenario and all the ammonia would volatize with the surface
application (no incorporation) scenario. The model predictions are attached. The model predictions
3 Schomberg, H.H., J.L. Steiner and P.W. Unger. 1994. Decomposition and nitrogen dynamics of crop
residues: residue quality and water effects. Soil Sci. Soc. Amer. J. 58:372-381
4 Gilmour, et. al., 2000. Estimating Plant -Available Nitrogen in Biosolids. Water Environment
Research Foundation. Project 97 REM-3.
Natural Resource Solutions LLC Page 4

are made on an annual basis (April through March) and the results were entered into a calculation
worksheet that presents the PAN by growing season. The assigned growing season was April through
October.
The annual predicted decomposition results for the'biosolids are presented in Table 3. After four
calendar years it is expected that 67 percent of the organic carbon in the incorporated biosolidswould
be decomposed and 64 percent of the organic carbon in the biosolids remaining at the surface would
be decomposed. It is understood that North Carolina Department of Environmental Quality is
requesting nitrogen mineralization rates for a five-year period. The decomposition of the biosolids from
Year 1 through 4 was charted and the trendline equation was used to provide an estimate for the
cumulative decomposition in Year 5. Between calendar Year 5 and Year 6 the decomposition is
�— estimated to reach 85 percent, which the ultimate decomposition under aerobic conditions5.
Table 3 -Predicted Cumulative Decomposition of Biosolids
Scenario
Percent Decomposition
Year 1
Year 2
Year 3
Year 4
Year 5 (Est.)
Incorporated
32
47
59
67
81
At Surface
29
44
55
64
77
Tables 4 includes the growing season predictions of PAN per dry ton of the biosolids when incorporated
and at the surface. The Year 1 PAN for the incorporated scenario includes three to four pounds of
mineral nitrogen in the biosolids at the time of application. The Year 5 estimated PAN was calculated
from the trendline equation of charted results from previous years, similar to the decomposition. Since
little or no decomposition is anticipated after Year 5, there also would be little or no further
mineralization of nitrogen.
Table 4 — Predicted Growing Season PAN per Dry Ton of Biosolids
Scenario
Pounds of PAN
Year 1
Year 2
Year 3
Year 4
Year 5 (Est.)
Incorporated
0
0
6
5
3
At' Surface
0
0
5
5
4
5 Amir AI-Khafaji, 1979. Decomposition Effects on Engineering Properties of Fibrous Organic Soils.
Ph.D. Thesis, Michigan State University.
Natural Resource Solutions LLC Page 5

Summary and Discussion
The biosolids will provide soil organic carbon, which contributes to soil health. After five to six years it
is estimated about 15 percent of the applied organic carbon would remain in the soil.
The biosolids will initially immobilize a small amount of soil nitrogen and then release PAN in the third
through the fifth year. The small amount of mineral nitrogen in the biosolids would be consumed in
the first growing season to support decomposition, so no nitrogen credit should be given to the mineral
nitrogen in the biosolids in the first growing season. The calculated organic nitrogen mineralization
rates for the following years are provided in the attachments, and they are summarized in Table 5. It
is understood the biosolids are surface applied, so the maximum nitrogen -based application rate is
governed by Year 3, at 20 percent of the organic nitrogen content.
Table 5 — Biosolids Organic Nitrogen Mineralization Rates
Scenario
Percent Mineralized by Growing
Season
Year 1
Year 2
Year 3
Year 4
Year 5 (Est.)
Incorporated
0
2
23
18
12
At Surface
0
0
20
18
15
Qualifications
The model predictions are based on the biosolids provided. Variations in the characteristics of the
biosolids and soil may occur, which could impact vegetative performance, either negative or positive.
The results of this study do not guarantee performance of the biosolids or vegetative responses. Also,
the predictions are based on average climatic conditions and deviations from average conditions will
impact the rate of decomposition and associated nitrogen mineralization.
{
'J Attachments
o Modeling Results (2 pages)
o Nitrogen Mineralization Rate Calculation Worksheet (2 pages)
Natural Resource Solutions LLC Page 6

Winston-Salem
Biosolids Nitrogen Mineralization Study Results
April Application and Incorporation
DECOMPOSITION©
By-product
Winston-Salem
Start Month
April `
Location
Winston-Salem NC
soil
Chewacla ,
Rate
1
dry ton/acre
Total C
38.3
%(dry basis)
Organic N
1,34- ;'
%(dry basis)
QN
28.6
Inorganic N
0.35
% (dry basis)
NH3-N T
50
% of Inorganic N
Soil Texture
silt loam
(enter clay, silt loam or sandy loam)
Soil Total C
%
Composted
no
(enter yes or no)
Initial Inorganic N
Year
Incorporated
(enter o*, i or 2)
Soil
0
lb N/acre
*0 is surface -applied
Total*
4
lb N/acre
*soil plus amendment
inorganic N
Irrigated
no
(enter yes or no)
Month
Decomp
Nmin
Monthly PAN
Month
Decomp
Nn in Monthly PAN
0/0
b N/acre
lb N/acre
%
lb N/acre lb N/acre
Year 1
Year 3
April
9
-4
-1
April
48
1
1
May
14
-4
0
May
50
1
1
June
18
-3
0
June
52
2
1
July
22
-3
0
July
54
3
1
August
24
-3
0
August
55
4
1
September
27
-3
0
September
56
4
1
October
28
-3
0
October
57
5
0
November
29
-3
0
November
58
5
0
December
29
-3
0
December
58
5
0
January
30
-3
0
January
58
5
0
February
30
-3
0
February
58
6
0
March
32
-4
0
March
59
6
0
Year 2
Year 4
April
33
0
0
April
60
0
0
May
35
0
0
May
61
1
1
June
37
0
0
June
62
2
1
July
40
0
0
July
64
2
1
August
42
0
0
August
65
3
1
September
44
0
1
September
66
3
0
October
45
1
1
October
66
4
0
November
45
1
0
November
67
4
0
December
46
1
0
December
67
4
0
January
46
1
0
January
67
4
0
February
46
1
0
February
67
4
0
March
47
2
0
March
67
4
0
Final Soil Total C
5.012
DECOMPOSITION°
Copyright
2014
8/22/2019
John Gilmour, Inc.

Winston-Salem
Biosolids Nitrogen Mineralization Study Results
April Surface Application and No Incorporation
DECOMPOSITION°
By-product
Winston-Salem
-,:s. -
Start Month
April
Location
Winston-Salem NC
Soil
Chewada
Rate
1
dry ton/acre
Total C
38.3
%(dry basis)
Organic N
1.34`,
%(dry basis)
C: N
28.6
Inorganic N
0.35
%(dry basis)
NH3-N i
i0Q
% of Inorganic N
Soil Texture
Silt loam
(enter clay, silt loam or sandy loam)
Soil Total C
5
%
Composted
(enter yes or no)
Initial Inorganic N
Year
Incorporated
,",-
(enter o*, 1 or 2)
Soil
�IbN/acre
'*Oissurface-applied
Total*
0
I N/acre
*soil plus amendment inorganic N
Irrgated
no
(enter yes or no)
Month
Decomp
Nmin
Monthly PAN
Month
Decomp
Nmin Monthly PAN
0/0
lb N/acre
lb N/acre
%
lb N/acre lb N/acre
Year 1
Year 3
April
6
-3
-3
April
45
1
1
May
12
-4
-1
May
46
1
1
June
16
-3
1
June
48
2
1
July
19
-3
0
July
50
3
1
August
22
-3
0
August
51
4
1
September
24
-3
0
September
53
4
1
October
25
-3
0
October
53
5
0
November
26
-3
0
November
54
5
0
December
27
-3
0
December
54
5
0
January
27
-3
0
January
54
5
0
February
28
-3
0
February
55
5
0
March
29
-3
0
March
55
6
0
Year 2
Year 4
April
30
0
0
April
56
0
0
May
32
0
0
May
57
1
1
June
34
0
0
June
59
2
1
July
37
0
0
July
60
2
1
August
39
0
0
August
61
3
1
September
40
-1
0
September
62
3
0
October
41
-1
0
October
63
4
0
November
42
-1
0
November
63
4
0
December
42
-1
0
December
63
4
0
January
42
-1
0
January
63
4
0
February
43
0
0
February
64
4
0
March
44
0
0
March
64
4
0
Final Soil Total C
5.014
DECOMPOSITION°
Copyright 2014
8/22/2019
John Gilmour, Inc.

DECOMPOSITION®Calculation of Plant Available Nitrogen (FA • tiullds per Dry Ton
By -Product: Winston-Salem Dried Biosoiids Pellets
Management Scenario:Apply and incorporate
Location: Winston-Salem, INC
Soil: Chewackla
"Pow
PAN per
PAN per
Month
Month
DECOMPOSITION : ,
®
DECOMPOSITION
Nitrogen Mineralization Calculation
Year 1
Year 3
Total N -%
Organic N - %
Mineral N - %
April
-0.8
November
0.4
Ammonia Nitrate
May
0.4
December
0.1
1.69
1.34
0.35 0:00
June
0.4
January
0.2
Year 1 PAN
July
0.2
February
0.2
Mineral N
August
0.0
March
0.4
Pounds/Dry Ton
Volatilization Rate
PAN
September
-0.1
April
0.6
7.00
500/0
3.5
October
0.0
May
0.8
Organic N
Sum
0.1
June
0.8
Pounds/Dry Ton
PAN
Mineralization Rate
Year 2
July
1.0
26.8
-3.4
-13%
November
0.0
August
0.8
Year 2 PAN
December
0.0
September
0.6
Organic N
January
0.0
October
0.4
Pounds/Dry Ton
PAN
Mineralization Rate
February
0.0
Sum
6.2
26.8
0.4
2%
March
-0.1
Year 4
Year 3 PAN
April
-0.1
November
0.3
Organic N
May
-0.1
December
0.1
Pounds/Dry Ton
PAN
Mineralization Rate
June
-0.1
January
0.1
26.8
6.2
23%
July
-0.1
February
0.2
Year 4PAN
August
-0.1
March
0.3
Organic N
September
0.5
April
0.4
Pounds/Dry Ton
PAN
Mineralization Rate
October
0.5
May
0.6
26.8
4.7
18%
Sum
0.4
June
0.6
DECOMPOSITION® Copyright 2014
July
0.7
John Gilmour, Inc.
August
0.6
September
0.4
October
0.3
Sum
4.7
Natural Resource Solutions LLC

DECOMPdiOION®Calculation of Plant Available Nitrogen (PAN) in Pounds per Dry Ton
By -Product: Winston-Salem Dried Biosollds Pellets
Location: Winston-Salem, NC
Management Sce ' . 'surface Apply (No incorporation)
Soil: Chewackla .' ; .. ,,, ...., 1
Month
PAN per
DECOM OSITION®
PAN per
Month DECOMPOSITtONe
Nkrogen Mineralization Calculation
April
Year 1
-2.6
November
Year 3
0.0
Mineral N -
Total N - % Organic N -96 Ammonia Nitrate
May
-1.2
December
0.0
1.69 1.34 0.35 0.00
Year 1 PAN
June
0.5
January
0.0
July
0.2
February
0.1
Mineral N
August
0.0
March
0.4
Pounds/Dry Ton Volatilization Rate PAN
September
0.0
April
0.6
7.00 !'100% 0.00
October
0.0
May
June
July
0.8
0.8
0.9
Organic N
Pounds/Dry Ton PAN Mineralization Rate
26.8 -3.13 -12%
Sum
-3.1
Year 2
Year 2 PAN
November
0.0
August
0.8
December
0.0
September
0.6
Organic N
January
0.0
October
0.4
Pounds/Dry Ton PAN Mineralization Rate
Sum
5.3
February
0.0
26.8 -0.7 -3%
March
-0.1
Year 4
Year 3 PAN
April
-0.1
November
0.3
Organic N
May
-0.1
December
0.1
Pounds/Dry Ton PAN Mineralization Rate
June
-0.1
January
0.1
26.8 5.3 20%
July
-0.1
February
0.2
Year 4 PAN
August
-0.1
March
0.3
Organic N
September
-0.1
April
0.4
Pounds/Dry Ton PAN Mineralization Rate
October
0.0
May
June
July
0.6
0.6
0.7
26.8 4.7 18%
Sum
-0.7
DECOMPOSITIONQ Copyright2014
John Gilmour, Inc.
August
0.6
September
O.S
October
0.3
Sum
4.7
Natural Resource Solutions LLC

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 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 Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 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
Utilities 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 City/County's Class A
EQ pellet product is "EMPELLET" (short for Elledge/Muddy Pellets). It is listed as "Dryer Pellets" on
the attached TCLP summary chart.
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 products 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.
City Council: Mayor Allen Joines; Vivian H. Burke, Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark,
West Ward; John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plyler, Chair; Don Martin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Linville; Tonya McDaniel; Gloria D. Whisenhunt; County
Call 311 or 336-727-8000 Manager: Dudley Watts, Jr.
Winston-Salem/Forsyth County Utility Commission: Randall S. Tuttle, Chair; L. Wesley Curtis, Jr., Vice Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long;
[e-mail] Hugh W. Jernigan; Chris Parker; James Ruffin; Donald R. Stewart; Allan Younger

http',*/`/"wwvv,,ep*6.gav`/`.O.sw`/`haiArd/­`teotniL-thods/foc q/frL,Oct,h tm
00 Last uOq?!ted pri Thursday, Auqust 28th, 2008,
W�rgtet, �HO, 'U.Qut 's Waste - Test: K�thbds
5
Y6u are , h&64; EPA_...Hqqje, -_Wastes .'Wastig' Test r jgardo!g Methods E_g_qverjt.jQ qgOLogs Reactivity
'FrequenLQg i gat :o As
9tioistion:_ What. is the current qUidance regarding the reactivity
characteristic?
teristic?.1 heard that EPA'hadwithdrclwn the method for Reactive
Cyanid,e and Reactive - �, Solfidei, as spec - Ified in Chapter , ha p*r 7' of SW846,. Is this
true?
Answer. 40Q CFR- Section,261,12.3 includes 8,diftrent',properties of a waste Which Is hazardous because of
the characteristic of reactivity. A waste is -a reactive hazardoUs Vv4gteif it,.eXhiblts one or rtiote ofthose
properties, The regulations do notrequire specific -test ..m,eihod's,-for any of these properties, Therefore,
­!n6r6tdrs- bmg use waste knowledge tOdetermine. "if waste exhibits the. characteristic of reactivity:
Accordingt& property (5.) under 261,,23t a waste is hazardous, if.1t. [s�a� cyanide- or sulfide=boa ring Waste.
wNch.generates toxic gases. -Or -vapors at a,qUbhtity, suffi
cient present a health danger. In July 1985, EPA
'issued interim, guidance describing certain, threshold levelsJor cyanide- and- sulfide -bearing wastes and
14boratdry methods for evaluating SO:hwastas; In April 199% EPA withdrew the July 19.85 guidance.
Thereforej EPA Ages not recommend use, of.the interlmAhreshOld levelg'Qr*mothod's,todetermine ,if a waste
is hazard I oU8 based oq the characteristic ofreactivity. lb -the near future,. EPA. will be removing the ,guidance
threshold levels" and.the ,lab,oratOry,,"methods.,�frohi. Chapter Seveti of SW-846,A gqp_y_�_PDF).(8 Pgl isk, Mw
_PvE,) of the EPA memorandum,Which.lWithdtieW,'.the-reattiVity chara,cttristic� guidance is,' -now available for
,downloading.
http:/,/www.ep,a.gov/`dW/haziitd`/t"estm,eth,bds/faq%freact.'htM 12n/noq

Winston-Salem/Forsyth County Utilities Commission Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit #WQ0029804
Class A EQ Pellets Toxicitv and Hazardous Testing 4/7ni 4
Toxicity Parameter
EPA Hazardous
Level (mg/1)
IVIDL Reporting
Limit (mg/1)
Dryer Pellets
Result m I
Arsenic
5.0
0.0500
ND
Barium
100A
0.0250
0.585
Cadmium
1.0
0.00500
ND
Chromium
5.0
0.0200
ND
Lead
5.0
0.0500
ND
Selenium
1.0
0.100
ND
Silver
5.0
0.0275
ND
Mercury
0.2
0.00007500
0.000150
1,1-Dichloroethylene
0.7
0.0330
ND
1,2-Dichloroethane
0.5
0.0190
ND
Benzene
0.5
0.0250
ND
Carbon tetrachloride
0.5
0.0320
ND
Chlorobenzene
100.0
0.0230
ND
Chloroform
6.0
0.0270
ND
Methyl ethyl ketone (MEK)
200.0
0.240
ND
Tetrachloroethylene
0.7
0.0250
ND
Trichloroethylene
0.5
0.0280
ND
Vinyl Chloride
0.2
0.0350
ND
1,4-Dichlorobenzene
7.5
0.000280
ND
2,4,5-Trichlorophenol
400.0
0.000248
ND
2,4,6-Trichlorophenol
2.0
0.000136
ND
2,4-Dinitrotoluene
0.13
0.000192
ND
Ortho-Cresol
200.0
-
_
Meta -Cresol
200.0
Para -Cresol
200.0
-
_
Total Cresols
200.0
0.0228
Hexachloro-1,3-butadiene
0.5
0.000312
ND
Hexachlorobenzene
0.13
0.000376
ND
Hexachloroethane
3.0
0.000296
ND
Nitrobenzene
2.0
0.000368
ND
Pentachlorophenol
100.0
0.00118
ND
Pyridine
5.0
0.000144
ND
2,4-D
10.0
0.000247
ND
2,4,5-TP (Silvex)
1.0
0.0000220
ND
Chlordane, total
0.03
0.000380
ND
End ri n
0.02
0.0000634
ND
g-BHC (Lindane)
0.4
0.0000429
ND
Heptachlor
0.008
0.0000336
ND
Heptachlor epoxide
0.008
0.0000676
ND
M ethoxych for
10.0
0.0000509
ND
Toxaphene
0.5
0.00160
ND
Hazardous Parameter
EPA Hazardous Level
Cyanide, Reactive
Not Applicable
0.0802
ND
Sulfide, Reactive
Not Applicable
25.0
ND
Corrosivity (pH)
< 2 or> 12.5
7.09; Duplicate pH 7.09
Ignitability
Flammable
Does Not Propogate

FORM 2 (5/17) SAMPLE LOG/CHAIN OF CUSTODY (Class A Ppllptsl
[phone]
City of Winston-Salem
Compliance Monitoring Analysis
Laboratory Name: Archie Elledge WVM Laboratory
SAMPLER(s) (Signature)
n
GJ , -e %14,fA 7.
Method
9045D
Use SW-846 method for pH.
PELLETS
Sample
Name
Sample
Description
pH
pH Sample Delivered to Lab by:
Date: #/.g/jq Time: 9 y2.A,M
P (g m,{- H
DRYER
PELLETS
Received for Lab by: &Ato�
Date:g13 j q Time: q,'Af2 Cl w\
.'.'�q.` n. � .a
'{,t. c .
- ..�'
�.,`A��`
x 7:L**, £;vn.t;,.ti,».s:.'S:t•
�✓� <d' .fin
: ¢;�u' z"F"F �:
;':i,> � �
;xh., ..: "d .
ST45
.x, ss,,,.„ . p,. x....:< x-
� , � ",.1.--` f. ?h=.. ,.,-i'�
,��' . �P
- _ '- x4.'
'%�:. ;sX-,
�7s�;: ' � .§ n
. s-*• Y
iY''�,.- � yy 5� bi "s'�.; w`
:�°a'a a ��`�..
,,n,.> .
Samp le
LOCATION
(Identify) OTHER
r�h�i'; �"
r�
.1"."
- ::t u-
_ .i ^.bp`S'. - '" .�, 'N %�i,t-.ri ,
y,,f't*.t�� �* ca ;:^2 n :'4,. ,.gi.�` ' n'ss,,.. r, c•3
:ems :,;•; <e�� �s,� ��' S '. � . )'' %� ��.
D
a
e
T
1
e
C
O
m
P
G
T
a
b
Sample
Source
Sample
LCAT
OION
(Use this section only if someone other than
Sampler is delivering sample to Elledge lab.)
Discharge Cto ooler
Pellet Coole
J~ /
;4, hA4
✓
Elledge/Muddy
Mix PELLETS
✓
Relinquished by:
Date
Time
Received by:
Date
Time
Note to Sampler: Since pH analysis must begin within 15 minutes of collection, it is important to schedule
with Elledge Lab in advance of collecting this sample. The pH grab is to be immediately delivered to Elledge
Lab with no collection temperature taken, no icing down of sample. Relinquish COC and sample to the pre-
determined lab analyst.

pH
Pellets and Cake
Method SW-846 9046D
Archie Elledge WWTP Laboratory City of Winston Salem
Date 1'5 r q Analyst -SL—
_pH Calibration Record ��.
Meter: Orion Model —,% with a Triode pH electrode Meter # N0050
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 a0() am pm
V1 �,
Initial
Value",
Calibration
Mid-Range Buffer
a
atTemp
pH Value
Check
eC
I,D1
'7IC
BUFFER LOT # (N)
for Calibration
and Midrange Buffer Checks
EXP. DATE
-6�aP.0 Slope %
S 1),20 100d
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 + b g
Wainlit of rinniicate neliets mixed with 40ml DI water Do E � q
Collection
Date
Collection
Time
Analysis
Start Time
-Sample
Sample
Temp °C
Sample
pH S.U.
'� 511`�
g:3*CLM
8: W 3a rh
q(61►a ©�f�
Duplicate
Post Midrange Buffer Check
Time
q �Og
Temp
Theo Buffer Value
,7f
Observed pH
W-S Cake Biosolids
Weight of cake mixed with 40ml DI water g
Wainht of eltmlinatra r_akp mixed with Anmi ❑i water
a
Collection
Date
Collection
Time
* Analysis
Start Time
Sample
Sample
Temp °C
Sample
pH S.U.
Duplicate
Post Midrange Buffer Check
Time
Temp
Theo Buffer Value
Observed pH
All pH values on this data sheet are In units of S.U.
Initial buffer checks are within 0.05 of,theorefical, Post Buffer check is ±<0.10 from theoretical, Duplicate is within <0.10
0216

Summit Environmental Technologies, Inc.
3310 Win St.
Cuyahoga Falls, Ohio 44223
TEL: [phone] FAX.- (330) 253-44&
Website: http://Www.settek.coyr,
April 22, 2019
Diane Herndon
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103-6417
TEL: [phone]
FAX:
RE: Revised: TCLP, Hazardous, Reactivity, Ignitability ,%TS
Dear Diane Herndon: Order No.: 19040722
Summit Environmental Technologies, Inc. received 2 sample(s) on 4/10/2019 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,
leA
4A-_�
Brian J. Fackelman CC:
Diane Herndon
Project Manager
3310 Win St.
Cuyahoga Falls, Ohio 44223
Arkansas 88-0735, California 07256CA, Colorado, Connecticut PH-0108, Delaware, Florida NELAC E87688, Georgia E87688, Idaho OH00923, Illinois
200061, Indiana C-OH-13, Kansas E-10347, Kentucky (Underground Storage Tank) 3, Kentucky 90146, Louisiana 04061, Maryland 339, Minnesota
409711, New Hampshire 2996, New Jersey OH006, New York 11777, North Carolina 39705 and 631, North Dakota R-201, Ohio DW, Ohio VAP CL0052,
Oklahoma 9940, Oregon OH2O0001, Pennsylvania 010, Rhode Island LA000317, South Carolina 92016001, Texas T104704466-11-5, Utah OH009232011-
1, Virginia VELAP 9456, Washington C891
Page 1 of 12

Summit Environmental Technologies, Inc. Case Narrative
3310 Win St. Narrative
1kiP#7si�LsTcFl Cuyahoga Falls, Ohio44223 WO#: 19040722
TEL: [phone] FAX: [phone]S
Website: hQ.-11www.settek.corr Date: 4/22/2019
CLIENT: City of Winston-Salem
Project: Revised: TCLP, Hazardous, Reactivity, Ignitability ,%TS
WorkOrder Narrative:
19040722: 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:
19040722-001a tclp-voc-mstr_8260D: The VOC CCV (Batch R97088) exhibited high recovery for
Method -Specified CCC Vinyl chloride; All samples were ND for Vinyl chloride.
19040722-001A TCLP-SVOC-CPest(808 1 B): CCV (Batch R97316) exhibits high recovery of
Methoxychlor and Heptachlor. All samples are ND.
Revision v1
Page 2 of 12

w ,
Summit Environmental Technologies, Inc.
3310 Win St.
Workorder
-
Cuyahoga Falls, Ohio44223
Sample Summary
�` . , , • , �,
TEL: [phone] FAX.• [phone]
WO#: 19040722
Website: http://www.settek.com
OS-Dec-19
CLIENT:
City of Winston-Salem
Project:
Revised: TCLP, Hazardous,
Reactivity, Ignitability ,%TS
Lab SampleID Client Sample 1D Tag No Date Collected
Date Received Matrix
19040722-001
EM PELLET
4/8/2019 9:20:00 AM
4/10/2019 10:05:00 AM Sludge
19040722-002
EM PELLET-%TS
4/8/2019 9:24:00 AM
4/10/2019 10:05:00 AM Sludge
Page 3 of 12

Summit Environmental Technologies, Inc.
3310 Win St.
Cuyahoga Falls, Ohio 44223
TEL: [phone] FAX. [phone]
Website: htto://Www.settek.com
WO#: 19040722
Date Reported: 4/22/2019
Company: City of Winston-Salem
Address: 2799 Griffith Road
Winston-Salem NC 27103-6417
Received: 4/10/2019
Project#: TCLP, Hazardou
Ignitability of Solids (SW-846: 1030)
Client EN Lab EN Collected Analyte Rep Lmt Result Units Matrix Method DF RegLvl Run Analyst
EM PELLET 001 4/8/2019 Ignitability Does not Sludge EPA 1030 1 4/11/2019 AJT
propagate
TCLP Metals Analysis (SW1311/6010)
Cl; rt ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
E LLET
001
4/8/2019
TCLP Arsenic(As)
0.0500
ND mg/L
Sludge
EPA 6010
1
5.00
4/17/2019
KMO
D
EM PELLET
001
4/8/2019
TCLP Barium(Ba)
0.0250
0.585 mg/L
Sludge
EPA 6010
1
100
4/17/2019
KMO
D
EM PELLET-,
001
4/8/2019
TCLP Cadmium(Cd)
0.00500
ND mg/L
Sludge
EPA 6010
1
1.00
4/17/2019
KMO
D
EM PELLET
001
4/8/2019
TCLP Chromium(Cr)
0.0200
ND mg/L
Sludge
EPA 6010
1
5.00
4/17/2019
KMO
D
EM PELLET
001
4/8/2019
TCLP Lead(Pb)
0.0500
ND mg/L
Sludge
EPA 6010
1
5.00
4/17/2019
KMO
D
EM PELLET
001
4/8/2019
TCLP Selenium(Se)
0.100
ND mg/L
Sludge
EPA 6010
1
1.00
4/17/2019
KMO
D
EM PELLET
001
4/8/2019
TCLP Silver(Ag)
0.0275
ND mg/L
Sludge
EPA 6010
1
5.00
4/17/2019
KMO
D
TCLP Mercury Analysis (SW1311/7470)
4,,' ID# Lab ID# Collected Analyte Rep Lmt Result Units Matrix Method DF RegLvl Run Analyst
EPAPELLET 001 4/8/2019 TCLP Mercury .00007500 .000150 mg/L Sludge EPA 7470 A 1 0.200 4/16/2019 DNS
TCLP Pesticides Analysis (SW1311/8081)
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
EM PELLET
001
4/8/2019
Chlordane, total
.000380
ND mg/L
Sludge
EPA 8081 B
10
0.0300
4/20/2019
MES
EM PELLET
001
4/8/2019
Toxaphene
.00160
ND mg/L
Sludge
EPA 8081 B
10
0.500
4/20/2019
MES
EM PELLET
001
4/8/2019
Endrin
.0000634
ND mg/L
Sludge
EPA 8081 B
10
0.0200
4/20/2019
MES
EM PELLET
001
4/8/2019
gamma-BHC
.0000429
ND mg/L
Sludge
EPA 8081 B
10
0.400
4/20/2019
MES
EM PELLET
001
4/8/2019
Heptachlor
.0000336
ND mg/L
Sludge
EPA 8081 B
10
0.00800
4/20/2019
MES
EM PELLET
001
4/8/2019
Heptachlor epoxide
.0000676
ND mg/L
Sludge
EPA 8081 B
10
0.00800
4/20/2019
MES
EM PELLET
001
4/8/2019
Methoxychlor
.0000509
ND mg/L
Sludge
EPA 8081 B
10
10.0
4/20/2019
MES
EM PELLET
001
4/8/2019
Surr: TCMX
10-119
65.3 %Rec
Sludge
EPA 8081 B
10
4/20/2019
MES
EM PELLET
001
4/8/2019
Surr: DCB
10-119
74.7 %Rec
Sludge
EPA 8081 B
10
4/20/2019
MES
Page 4 of 12

Summit Environmental Technologies, Inc.
3310 Win St.
°tl}iE Cuyahoga Falls, Ohio44223
TEL: [phone] FAX.- [phone]
Website: htto://Www.settek.com
WO#: 19040722
Date Reported: 4/22/2019
Company: City of Winston-Salem
Address: 2799 Griffith Road
Winston-Salem NC 27103-6417
Received: 4/10/2019
Project#: TCLP, Hazardou
SVOC SW-846: 8151 Herbicides-TCLP
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl Run
Analyst
EM PELLET
001 4/8/2019 2,4-D
.000247 ND mg/L
Sludge
EPA 8151 A
1
10.0 4/19/2019
MES
EM PELLET
001 4/8/2019 2,4,5-TP
.0000220 ND mg/L
Sludge
EPA 8151 A
1
1.00 4/19/2019
MES
EM PELLET
001 4/8/2019 Surr: 2,4-
20-140 57.2 %Rec
Sludge
EPA 8151 A
1
4/19/2019
MES
Dich lorophenylacetic
acid
�f
TCLP Volatiles Analysis
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
EM PELLET
001
4/8/2019
1,1-Dichloroethene
0.0330
ND mg/L
Sludge
EPA 8260D
100
0.700
4/16/2019
CTB
EM PELLET
001
4/8/2019
1,2-Dichloroethane
0.0190
ND mg/L
Sludge
EPA 82606
100
0.500
4/16/2019
CTB
EM PELLET
001
4/8/2019
MEK
0.240
ND mg/L
Sludge
EPA 8260D
100
200
4/16/2019
CTB
EM PELLET
001
4/8/2019
Benzene
0.0250
ND mg/L
Sludge
EPA 8260D
100
0.500
4/16/2019
CTB
EM PELLET
001
4/8/2019
Carbon tetrachloride
0.0320
ND mg/L
Sludge
EPA 8260D
100
0.500
4/16/2019
CTB
EM PELLET
001
4/8/2019
Chlorobenzene
0.0230
ND mg/L
Sludge
EPA 8260D
100
100
4/16/2019
CTB
EM PELLET
001
4/8/2019
Chloroform
0.0270
ND mg/L
Sludge
EPA 8260D
100
6.00
4/16/2019
CTB
EM PELLET
001
4/8/2019
Tetrachloroethene
0.0250
ND mg/L
Sludge
EPA 8260D
100
0.700
4/16/2019
CTB
EM PELLET
001
4/8/2019
Trichloroethene
0.0280
ND mg/L
Sludge
EPA 8260D
100
0.500
4/16/2019
CTB
EM PELLET
001
4/8/2019
Vinyl chloride
0.0350
ND mg/L
Sludge
EPA 8260D
100
0.200
4/16/2019
CTB
EM PELLET
001
4/8/2019
Surr: 4-
70-130
97.3 %Rec
Sludge
EPA 8260D
100
4/16/2019
CTB
Bromofluorobenzene
_
E� `,LLET
001
4/8/2019
Surr:
70-130
104 %Rec
Sludge
EPA 8260D
100
4/16/2019
CTB
Dibromofluoromethane
EM PELLET
001
4/8/2019
Surr: Toluene-d8
70-130
98.1 %Rec
Sludge
EPA 8260D
100
4/16/2019
CTB
Page 5of12

STe
chnologies, Inc.
3310 Win St.
_MD»<° oil Cuyahoga Falls, Ohio 44223
TEL: [phone] FAX [phone]
Website: httn://www.settek.com
WO#: 19040722
Date Reported: 4/22/2019
Company: City of Winston-Salem
Address: 2799 Griffith Road
Winston-Salem NC 27103-6417
Received: 4/10/2019
Project#: TCLP, Hazardou
TCLP Semi-Volatiles Analysis (SW1311/8270)
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
EM PELLET
001
4/8/2019
1,4-Dichlorobenzene
0.000280
ND mg/L
Sludge
EPA 8270E
2
7.50
4/17/2019
BJH
EM PELLET
001
4/8/2019
2,4,5-Trichlorophenol
0.000248
ND mg/L
Sludge
EPA 8270E
2
400
4/17/2019
BJH
EM PELLET
001
4/8/2019
2,4,6-Trichlorophenol
0.000136
ND mg/L
Sludge
EPA 8270E
2
2.00
4/17/2019
BJH
EM PELLET
001
4/8/201.9
2,4-Dinitrotoluene
0.000192
ND mg/L
Sludge
EPA 8270E
2
0.130
4/17/2019
BJH
FM_PFLLET
001
4/8/2019
Cresols, Total
0.0228 mg/L
Sludge
EPA 8270E
2
200
4/17/2019
BJH
E' LLET
001
4/8/2019
Hexachloro-1,3-
0:000312
ND mg/L
Sludge
EPA 8270E
2
0.500
4/17l2019
BJH
butadiene
EM PELLET
001
4/8/2019
Hexachlorobenzene
0.000376
ND mg/L
Sludge
EPA 8270E
2
0.130
4/17/2019
BJH
EM PELLET
001
4/8/2019
Hexachloroethane
0.000296
ND mg/L
Sludge
EPA 8270E
2
3.00
4/17/2019
BJH
EM PELLET
001
4/8/2019
Nitrobenzene
0.000368
ND mg/L
Sludge
EPA 8270E
2
2.00
4/17/2019
BJH
EM PELLET
001
4/8/2019
Pentachlorophenol
0.00118
ND mg/L
Sludge
EPA 8270E
2
100
4/17/2019
BJH
EM PELLET
001
4/8/2019
Pyridine
0.000144
ND mg/L
Sludge
EPA 8270E
2
5.00
4/17/2019
BJH
EM PELLET
001
4/8/2019
Surr: 2-Fluorophenol
10-109
29.2 %Rec
Sludge
EPA 8270E
2
4/17/2019
BJH
EM PELLET
001
4/8/2019
Surr: Phenol-d6
10-109
34.4 %Rec
Sludge
EPA 8270E
2
4/17/2019
BJH
EM PELLET
001
4/8/2019
Surr: Nitrobenzene-
19-120
44.4 %Rec
Sludge
EPA 8270E
2
4/17/2019
BJH
d5
EM PELLET
001
4/8/2019
Surr: 2,4,6-
10-120
46.5 %Rec
Sludge
EPA 8270E
2
4/17/2019
BJH
Tribromophenol
EM PELLET
001
4/8/2019
Surr: 2-
22-117
39.3 %Rec
Sludge
EPA 8270E
2
4/17/2019
BJH
Fluorobiphenyl
EM PELLET
001
4/8/2019
Surr: p-Terphenyl-
34-116
65.8 %Rec
Sludge
EPA 8270E
2
4/17/2019,
BJH
d14
i
Reactive Cyanide (9014/7.3.3.2)-Solid
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
EM PELLET
001 4/8/2019 Cyanide, Reactive
0.0802 ND mg/Kg
Reactive Sulfide (9034)/7.3.4.2
Sludge
EPA 9014
1
4/12/2019
MS
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
EM PELLET
001 4/8/2019 Sulfide, Reactive
25.0 ND mg/Kg
pH (SW9045D)
Sludge
EPA 9034
1
4/12/2019
MS
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
EM PELLET
001 4/8/2019 pH
6.9 s.u.@20.3
Sludge
EPA 9045 D
1
4/17/2019
WK
Page 6 of 12

Summit Environmental Technologies, Inc.
WO#:
19040722
HN
3310 Win St.
Cuyahoga Falls, Ohio44223
Date Reported:
4/22/2019
,wc
+• 'F` `' a
TEL: [phone] FAX [phone]
Company:
City of Winston-Salem
Website: htty:llwww.settek.com
Address:
2799 Griffith Road
Winston-Salem NC 27103-6417
Received:
4/10/2019
Project#:
TCLP, Hazardou
Percent Solids by SM2540Mod
Client ID# Lab II)# Collected Analyte Rep Lmt Result Units Matrix Method DF RegLvl Run Analyst
EM PELLET-%TS 002 4/8/2019 Percent Solids 89.3 % Sludge SM 2540 B 1 4/16/2019 DHC
Page 7 of 12

Summit Environmenaecnoogies, A
�Environmental Technologies, and Acronyms
3310 Win
Cuyahoga Falls, Ohio442: WO#: 19040722
TEL: [phone] FAX: [phone]i
Website: httD://www.settek.cc Date: 4/22/2019
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 GC/MS.
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
DUP
Duplicate
PL
Permit Limit
MS
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.
Revision vl
Page 8 of 12

Client: City of Winston-Salem
Project:
Revised: TCLP, Hazardous, Reactivity, Ignitability,%TS
Sample ID
Client Sample ID Collection Date Matrix
Test Name Leachate Date
Prep Date
19040722-OOIA
EM PELLET 4/8/2019 9:20:00 AM Sludge
Ignitability of Solids (SW-846: 1030)
pH (SW9045D)
Reactive Cyanide (9014/7.3.3.2)-Solid
Reactive Sulfide (9034)/7.3.4.2
SVOC SW-846: 8151 Herbicides-TCL4/14/2019 6:00:00 PM
4/16/2019 11:
TCLP Mercury Analysis (SW1311/7474/14/2019 6:00:00 PM
4/16/2019 11:
TCLP Metals Analysis (SW1311/6010.4/14/2019 6:00:00 PM
4/16/2019 9:(
TCLP Pesticides Analysis (SW1311/8(4/14/2019 6:00:00 PM
4/17/2019 10:
TCLP Semi-Volatiles Analysis 4/14/2019 6:00:00 PM
4/16/2019 3:3
(SW1A 11/8270)
TCLP Volatiles Analysis
4/14/2019 6:(
19040722-002A
EM PELLET-%TS 4/8/2019 9:24:00 AM
Percent Solids by SM2540Mod

}e M
�>
Summit Environmental Technologies, Inc.
3310 Win St.
Accreditation Program
'i������:,�'
Cuyaho a Falls, Ohio 44223
g
Analytes Report
ff atic.-°
TEL: [phone] FAX.- [phone]
WO#:
19040722
Wehsite: hay.-Ilwww.settek.com
05-Dec-19
Client: City of Winston-Salem
State: NW
Project: Revised: TCLP, Hazardous, Reactivity, Ignitability ,%TS
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
SVOC SW-846: 8151 Herbicides-TCLP
Sludge
2,4,5-TP
A
` SVOC SW-846: 8151 Herbicides-TCLP
Sludge
2,4-D
A
TCLP Mercury Analysis (SW1311/7470)
Sludge
Mercury
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Arsenic
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Barium
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Cadmium
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Chromium
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Lead
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Selenium
A
TCLP Metals Analysis (SW1311/6010)
Sludge
Silver
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
Chlordane, total
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
Endrin
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
gamma-BHC
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
Heptachlor
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
Heptachlor epoxide
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
Methoxychlor
A
TCLP Pesticides Analysis (SW1311/8081)
Sludge
Toxaphene
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
1,4-Dichlorobenzene
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
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 (SW1311/8270)
Sludge
Cresols, Total
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
Hexachlorobenzene
A
TCLP Semi-Volatiles Analysis (SW1311/8270)
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 (SW1311/8270)
Sludge
Pentachlorophenol
A
NC_WW SCM A Accredited NC_WW_SCM N Not Accredited NC_WW_SCM U P11gavaile1112
Version #2

-
Summit Environmental Technologies, Inc.
Accreditation Program
s Ohl+a't
3310Win St.
Analytes Report
hl rl � Y p
Cuyahoga Falls, Ohio 44223
TEL: [phone] FAX. [phone]
WO#: 19040722
Website: hQ:11www.settek com
05-Dec-19
Client: City of Winston-Salem
State: NW
Project: Revised: TCLP, Hazardous, Reactivity, Ignitability ,%TS
Program Name: NC_WW SCM
Test Name
Matrix
Analyte Status
TCLP Semi-Volatiles Analysis (SW1311/8270)
Sludge
Pyridine A
TCLP Volatiles Analysis
Sludge
1, 1 -Dichloroethene A
TCLP Volatiles Analysis
Sludge
1,2-Dichloroethane A
TCLP Volatiles Analysis
Sludge
2-Butanone A
TCLP Volatiles Analysis
Sludge
Benzene A
TCLP Volatiles Analysis
Sludge
Carbon tetrachloride A
TCLP Volatiles Analysis
Sludge
Chlorobenzene A
TCLP Volatiles Analysis
Sludge
Chloroform A
TCLP Volatiles Analysis
Sludge
Tetrachloroethene A
TCLP Volatiles Analysis
Sludge
Trichloroethene A
TCLP Volatiles Analysis
Sludge
Vinyl chloride A
NC_WW_SCM A Accredited NC_WW_SCM N Not Accredited NC_WW_SCM U Pllgava110412
Version #2

M314JO41" , IT
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Analysis Request / Chain of Custody
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Summit Environmental Technologies, Inc.
3310 Win St.
Ait : 11? Cuyahoga Falls, Ohio44223 Sample Log -In Check List
TEL: [phone] FAX.- [phone]
Website: htW:11www.settek.con
Client Name: WIN-NC-27103 Work Order Number: 19040722 RcptNo: 1
Logged by: Lori Douglas
Completed By: Jacqueline Rasile
Reviewed By: Holly Florea
Chain of Custody
1. Is Chain of Custody complete?
2. How was the sample delivered?
Log /n
3. Coolers are present?
4/10/2019 10:05:00 AM
4/10/2019 10:07:43 PM
4/11/2019 9:09:30 AM
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?
11. Is the headspace in the VOA vials less than 1/4 inch or 6 mm?
12. Were any sample containers received broken?
13. Does paperwork match bottle labels?
(Note discrepancies on chain of custody)
14. Are matrices correctly identified on Chain of Custody?
15. Is it clear what analyses were requested?
16. Were all holding times able to be met?
(If no, notify customer for authorization.)
Special Handling (if applicable)
Yes d❑
No ❑
Not Present ❑
FedEx
Yes ❑
No ❑
NA ❑
Yes 0
No ❑
Yes ❑
No ❑
Not Present ❑�
Signed By:
Yes 0
No ❑
NA ❑
Yes
No ❑
NA ❑
Yes
Yes
Yes ❑�
Yes ❑
Yes ❑
Yes ❑
Yes ❑�
Yes
Yes
Yes
No ❑
No ❑
No ❑
No❑
No ❑
No
No ❑
No ❑
No ❑
No ❑
NA ❑
No VOA Vials Fill
17. Was client notified of all discrepancies with this order? Yes No NA C
Person Notified: Date
By Whom: Via: eMail Phone Fax ❑ In Person
Regarding:
Client Instructions:
18. Additional remarks:
Cooler Information
1 2.3 Good Not Present
Page 12 of 12

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section 4. Pathogen Reduction and Vector Attraction Reduction Certifications
(DENR FORM PVRF 02T)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utilities Commission WQ Permit Number: WQ0029804
WWTP Name: Thermal Biosolids Dryer Management Facility NPDES Numbers: NCO037834 &
Monitoring Period: From 1/1/2019 To 1/31/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) 0
1 Alt B (Alk Treatment) ®
Alt. C (Prior Testing)13
..................
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 ❑
Y
Pasteurization ❑
Class B:
JAIt. (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 Ci
Com osting ®
Aerobic Digestion ❑
Anaerobic Digestion
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
Sludge
g
Pathogen Density
Number of
Excee-
Frequency
of Analysis
y
Sample
Type
Analytical
Tech-
niaue
Minimum
Geo. Mean
Maximum
Unitsences
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)
37
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
weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.1 (VS reduction) Cl
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
JAlt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) Q
JAlt. 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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print)
Signature of Preparer*
a/l3 IR
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 Utilities Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 2/1/2019 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
2/28/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) ©
Alt B (Alk Treatment) ❑
Alt. C (Prior Testing) ❑
AIt.D (No Prior Test) ❑
Process to Further Reduce Pathogens E3
...........
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ra ©
Y
Gamma Ra ❑
Y
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 ❑
Com osting ®
Aerobic Digestion
e Anaerobic Digt' s ion
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
Sludge
g
Pathogen Density
Number o
Excee-
Frequency
of Analysis
Y
Sample
Type
Analytical
Tech-
nicue
Minimum
Geo. Mean
Maximum
Unitsenceq
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)
37
N/A
140
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform) I
3 MPN per 4 grams
total solid (dry
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) ❑ I
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) Q JAR.
8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) E3
No vector attraction reduction alternatives were performed ❑
CERTIFICATION STATEMENT (please check the appropriate statement)
21 "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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
Land Applier Name and Title (if applicable)(type or print)
i,3 —Al.G r/1
Signature of Preparer* d 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 Utilities Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 3/1/2019 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
3/31/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) ®
Alt B (Alk Treatment) Q
Alt. C (Prior Testing) D...........
.... ......
..................
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 11
Heat Treatment LE-11
Thermophilic 0
Beta Ray ®
Gamma Ray 13
Pasteurization
Class B:
Alt. (1) Fecal Density D
Alt. (2) Process to Significantly Reduce Pathogens
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization 13
Air Drying ®
Com osting ®
Aerobic Digestion
a c i An erobi Digestion on
g
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in
in Sludge
Pathogen Density
um er oT
Excee-
Frequency
of Analysis
Y
Sample
Type
na ytica
Tech -
nioue
Minimum
Geo. Mean
Maximum
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)
25
N/A
89
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacteria
(in lieu of fecal
coliform I
3 MPN per 4 grams
total solid (dry
weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.1 (VS reduction) l3
Alt. 2 (40-day bench) ®
Alt. 3 (30-day bench) ®
1 Alt. 4 (Spec. OZ uptake) E3
Alt. 5 (14-Day Aerobic) C3
Alt. 6 (Alk. Stabilization 13
Alt 7 (Drying - Stable) 21
jAlt. 8 (Drying - Unstable) l3
Alt. 9 (Injection) ®
Alt. 10 (Incorporation) L3
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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
/.3.,.�
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)
DENR FORM PVRF 02T (12/2006)

ANNUAL. PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utilities Commission WQ Permit Number: WQ0029804
WWTP Name: Thermal Biosolids Dryer Management Facility NPDES Numbers: NCO037834 &
Monitoring Period: From 4/1/2019 To 4/30/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) El
I Alt B (Alk Treatment) [3
Alt. C (Prior Testing)13...........
....... -+-A1t.D
(No Prior Test) 13
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 0
Beta Ray®
Gamma Ray ®
Y
Pasteurization
Class B:
Alt. (1) Fecal Density 0
Alt. (2) Process to Significantly Reduce Pathogens 13
...........
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ®
Air Drying [
Composting ®
Aerobic Digestion 0
ae obic Digestion An r
............................................................................................................................... .
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
Sludge
g
Pathogen Density
Number of
Excee-
Frequency
of Analysis
Y
Sample
Type
Analytical
Tech-
njone
Minimum
Geo. Mean
Maximum
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)
25
N/A
100
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform) I
3 MPN per 4 grams
total solid (dry
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) L�
Alt. 5 (14-Day Aerobic) 0
Alt. 6 (Alk. Stabilization 13
Alt 7 (Drying - Stable) 21
Alt. 8 (Drying - Unstable) C[
Alt. 9 (Injection) [3
Alt. 10 (Incorporation) 0
No vector attraction reduction alternatives were performed [3
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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print)
Signature of Preparer* Date r 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 Utilities Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 5/1/2019 To
WQ Permit. Number: WQ0029804
NPDES Numbers: NCO037834 &
5/31/2019 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) [3
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 ❑
B
Beta Ray ❑
Y
Gamma R a Y ❑
...
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 ❑
Com osting ❑
I Aerobic Digestion ❑
Anaerobic Digestion
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
Sludge
g
Pathogen Density
Number o
Excee-
Frequency
of Analysis
y
Sample
Type
Analytical
Tech-
nioue
Minimum
Geo. Mean
Maximum
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)
25
N/A
73
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform I
3 MPN per 4 grams
total solid (dry
weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.l (VS reduction) L3
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) Q
Alt. 8 (Drying - Unstable) [3Alt.
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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print)
Signature of Preparer*
Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM PVRF 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utilities Commission WQ Permit Number: WQ0029804
WWTP Name: Thermal Biosolids Dryer Management Facility NPDES Numbers: NCO037834 &
Monitoring Period: From 6/1/2019 To 6/30/2019 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) ❑
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
nzation ❑
Class B:
jAlt. (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 ❑
Com osting ❑
Aerobic Digestion ❑
Anaerobic
aerob c Digestion ❑
g
If applicable to alternative pe med (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
Number o
Excee-
Frequency
of Analysis
Y
Sample
Tences,ype
yrica
Tech-
Tniloue
Minimum
Geo. Mean
aximu
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)
25
N/A
114
mpn/gr
0
7/month
Grab
9221E
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.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
jAlt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) C!
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) El
jAlt. 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."
Bruce M. Casey, 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 Utilities Commission WQ Permit Number: WQ0029804
WWTP Name: Thermal Biosolids Dryer Management Facility NPDES Numbers: NCO037834 &
Monitoring Period: From 7/1/2019 To 7/31/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) ©
Alt B (Alk Treatment)❑
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 131
Heat Drying ❑
Heat Treatment ❑
Thetmophilic ❑
Beta Ra ❑
Y
Gamma Ra ❑
Y
Pasteurization ❑
Class B:
JAIt. (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 ❑
Com osting ❑
Aerobic Digestion ❑
ae An robic Di a ti
g s on ..................................................................................................................................... .
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
Sludge
g
Pathogen Density
Number o
Excee-
Frequency
of Analysis
y
Sample
Type
a ytica
Tech-
inim
Geo. Mean
Maxim
Unitsoces
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)
25
N/A
89
mpn/gr
0
7/month
Grab
9221E
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 Derformed:
Alt.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) 13
Alt. 6 (Alk. Stabilization 0
Alt 7 (Drying - Stable) 21 JAlt.
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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
I� 4Of
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 Utilities Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 8/1/2019 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
8/31/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative nerfnrmo.d
Class A•
Alt. A (time/temp) ®
( P)
Alt B Alk Treatment ®
( }
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 131
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Raj ❑
Pasteurization ❑
........................................................... .
Class B:
Alt. (1) Fecal Density C7
Alt. (2) Process to Significantly Reduce Pathogens ❑ 7777
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens'—':
Lime Stabilization ❑
Air Drying ❑
Com osting ❑
Aerobic Digestion ❑
Anaerobic Digestion estio n
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-
Frequency
of Analysis
Sample
Type
Analytical
Tech -
ninue
inimuGeo.Mean
aximu
Unitsences
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)
14
N/A
26
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacteria
(in lieu of fecal
coliform) I
3 MPN per 4 grams
total solid (dry
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) 2
Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) [3
No vector attraction reduction alternatives were performed ❑
CERI1rU_AIWIN SIA1L+•1V1E T (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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
Signature of Preparer*
Land Applier Name and Title (if applicable)(type or print)
i� 0 19
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 Utilities Commission WQ Permit Number: WQ0029804
WWTP Name: Thermal Biosolids Dryer Management Facility NPDES Numbers: NCO037834 &
Monitoring Period: From 9/1/2019 To 9/30/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (hmehemp) 21
1 Alt B (Alk Treatment)❑
TAIL 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 13
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray [3Gamma
Ray ❑
Pasteurization [3Y
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 ❑
Com osting ❑
Aerobic Digestion ❑
aero An bic Digestion
If applicable to alternative performed Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in
in Sludge
Pathogen Density
Number of
Excee-
Frequency
of Analysis
Y
Sample
Type
Analytical
Tech -
nicue
Minimum
Geo. Mean
axim
Unitsences
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)
25
N/A
26
mpn/gr
0
7/month
Grab
9221E
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.1 (VS reduction) ❑
Alt. 2 (40-day bench) ❑
Alt. 3 (30-day bench) ❑ JAlt.
4 (Spec. OZ uptake)
Alt. 5 (14-Day Aerobic) 13
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) El JAlt.
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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
�3 4�4 /,/
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 Utilities Commission WQ Permit Number: WQ0029804
WWTP Name: Thermal Biosolids Dryer Management Facility NPDES Numbers: NCO037834 &
Monitoring Period: From 10/1/2019 To 10/31/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) ®
Alt B (Alk Treatment)®
® 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 [3
Beta Ray Ci
Ra
Gomm CI
y
Y
Pasteurization [3
Class B:
Alt. (1) Fecal Density 0
1 Alt. (2) Process to Significantly Reduce Pathogens p
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ®
Composting ®
jAerobic Digestion
i Di est Anaerob c ion
g
............................................. .
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
Sludge
g
Pathogen Density
Number o
Excee-
Frequency
of Analysis
Sample
Type
na ica
Analytical
Tech-
ninue
Minimum
Geo. Mean
Maximum
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)
24
N/A
90
mpn/gr
0
7/month
Grab
9221E
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
I i ht
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.l (VS reduction) L3
Alt. 2 (40-day bench) [3
Alt. 3 (30-day bench) [3
jAlt. 4 (Spec. 02 uptake)
Alt. 5 (14-Day Aerobic) CI
Alt. 6 (Alk. Stabilization Q
Alt 7 (Drying - Stable) 211
Alt. 8 (Drying - Unstable) [3
Alt. 9 (Injection) ®
Alt. 10 (Incorporation) E3
No vector attraction reduction alternatives were performed 13
CERTIFICATION STATEMENT (please check the appropriate statement)
Q "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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
Land Applier Name and Title (if applicable)(type or print)
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 Utilities Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 11/1/2019 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
11/30/2019 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) [3
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 13
Heat Drying ®
Heat Treatment ❑
Thermophilic
Beta Ray Q
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 ❑
Com osting ®
Aerobic Digestion ❑
Anaerobic
obic Digestion
n
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-
Frequency
of Analysis
Y '
Sample
T e
Type
na yttca
Tech-
Waue
Minimum
Geo. Mean
Maximum
Unitsences
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)
24
N/A
52
mpn/gr
0
7/month
Grab
9221 E
Salmonella bacterial
(in lieu of fecal
colifonn
3 MPN per 4 grams
total solid (dry
wei t
v ecror Artraction Reduction (15A NCAC U21' .1107) - Please indicate alternative nerformed:
Alt.1 (VS reduction) ❑
Alt. 2 (40-day bench) L1
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. 02 uptake) ❑
Alt. 5 (14-Day Aerobic) L3
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) 21 lAlt.
8 (Drying - Unstable) [ 3
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) E3
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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print)
J.J1&4� C l Z ► ll
Signature of Preparer* Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM PVRF 02T (12/2006)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: Winston-Salem/Forsyth County Utilities Commission
WWTP Name: Thermal Biosolids Dryer Management Facility
Monitoring Period: From 12/1/2019 To
WQ Permit Number: WQ0029804
NPDES Numbers: NCO037834 &
12/31/2019 NCO050342 Combined
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A:
Alt. A (time/temp) R1
I Alt B (Alk Treatment)0
Alt. C (Prior Testing)
.............
Alt. (No Prior Test) 0
Process to Further Reduce Pathogens 0
..........
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost 131
Heat Drying 0
Heat Treatment 0
Thermophilic
Beta RayGamma
0
Ray ❑
Y
Pasteurization Cl
Class B:
JAlt. (1) Fecal Density [3
Alt. (2) Process to Significantly Reduce Pathogens 0
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization 0
Air Drying ®
1 Com osting 0
1 Aerobic Digestion D
Anaerobic Di estion
g
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in
in Sludge
Pathogen Density
Number ot
Excee-
Frequency
of Analysis
Y
Sample
Type
Analytical
Tech -
nioue
Minimum
Geo. 'Mean
Maximum
Unitsences
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)
25
N/A
56
mpn/gr.
0
7/month
Grab
9221 E
Salmonella bacterial
(in lieu of fecal
coliforr I
3 MPN per 4 grams
total solid (dry
weight)
Vector Attraction Reduction (15A NCAC 02T .1107) - Please indicate alternative performed:
Alt.1 (VS reduction) 0
Alt. 2 (40-day bench) 0
Alt. 3 (30-daybench) 0
1Alt. 4 (Spec. 02 uptake)
Alt. 5 (14-Day Aerobic) 0
Alt. 6 (Alk. Stabilization 0
Alt 7 (Drying - Stable) R1
JAIt. 8 (Drying - Unstable) 0
Alt. 9 (Injection) 0
Alt. 10 (Incorporation) 0
No vector attraction reduction alternatives were performed 0
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."
D "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."
Bruce M. Casey, Utility Plant Supervisor
Preparer Name and Title (type or print)
Land Applier Name and Title (if applicable)(type or print)
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)

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section S. Pathogen Reduction Summary Chart of Fecal Coliform Analysis; Fecal Coliform
Analysis Lab Results and Corresponding Chain of Custody Forms

6Winston-Salem / Forsyth County
I tefloneiles
Water • Wastewater • Solid Waste
Wastewater Division, 2799 Griffith Road, Winston-Salem, NC 27103
0: 336-727-8000, F: 336-659-4320, wskutilities.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Pathogen and Vector Attraction Reduction Explanation
Pathogen Reduction Requirements were met as follows:
A Fecal Coliform density was demonstrated to be less than 1,000 MPN per gram of total dry
solids on each sample collected per 40CFR §503.32(a)(3), Class A -Alternative 1(i). In addition to
the monthly DENR FORM PVRF, see the attached monthly Dryer Compliance Reports (Section 6
of this report) for "Daily Maximum" values for Fecal coliform analysis performed on samples
collected in 2019. Also see in this section the summary attached for Fecal Coliform results,
followed by each month's laboratory data sheets and individual COCs. 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.
2. Time and temperature requirements were met per 40 CFR §503.32 (a)(3), Class A -Alternative
1(B) based on pelletizer specifications provided by Andritz. Please 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 see the daily, average, maximum and minimum values for Pellet Temperatures at the
Preseparator and the Solids Retention Times "Drum SRT" achieved.
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 monthly DENR FORM PVRF, please see attached the monthly Dryer Compliance Reports
(Section 6 of this report), 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.
City Council: Mayor Allen Join,,; Vivian H. Burke, Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Be,,,, Southwest Ward; Robert C. Clark,
West Ward; John C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plyler, Chair; Don Martin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Linville; Tonya McDaniel; Gloria D. Whisenhunt; County
Call 311 or 336-727-8000 Manager: Dudley Watts, Jr.
Winston-Salem/Forsyth County Utility Commission: Randall S. Tuttle, Chair; L. Wesley Curtis, Jr., Vice Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long;
[e-mail] Hugh W. Jernigan; Chris Parker; James Ruffin; Donald R. Stewart; Allan Younger

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina DWR Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Fecal Coliform Compliance Analysis results for 2019:
Sample
Date
Sample
Name
Sample
Time
Total
Solids %
Fecal Coliform
MPN/dry gram
1/7/2019
PF1
10:15am
89.09
270
1/7/2019
PF2
10:18am
89.09
37
1/7/2019
PF3
10:19am
89.09
37
1/7/2019
PF4
10:20am
89.09
72
1/14/2019
PF5
10:10am
90.18
37
1/14/2019
PF6
10:11am
90.18
270
1/14/2019
PF7
10:12am
90.18
88
2/11/2019
PF1
10:02am
90.62
87
2/11/2019
PF2
10:03am
90.62
54
2/11/2019
PF3
10:04am
90.62
87
2/11/2019
PF4
10:05am
90.62
37
2/13/2019
PF5
10:03am
90.91
140
2/13/2019
PF6
10:04am
90.91
87
2/13/2019
PF7
10:05am
90.91
87
3/4/2019
PF1
10:10am
88.61
89
3/4/2019
PF2
10:11am
88.61
55
3/4/2019
PF3
10:12am
88.61
26
3/4/2019
PF4
10:13am
88.61
26
3/13/2019
PF5
10:03am
92.29
25
3/13/2019
PF6
10:04am
92.29
25
3/13/2019
PF7
10:05am
92.29
53
4/1/2019
PF1
10:02am
90.78
25
4/1/2019
PF2
10:03am
90.78
36
4/1/2019
PF3
10:04am
90.78
25
4/1/2019
PF4
10:05am
90.78
25
4/8/2019
PF5
10:06am
89.65
30
4/8/2019
PF6
10:08am
89.65
88
4/8/2019
PF7
10:09am 1
89.65
100
Page 1

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina DWR Permit # WQ0029804
Fecal Coliform Compliance Analysis results for 2019:
Sample
Date
Sample
Name
Sample
Time
Total
Solids %
Fecal Coliform
MPN/dry gram
5/6/2019
PF1
10:03am
90.65
25
5/6/2019
PF2
10:04am
90.65
25
5/6/2019
PF3
10:05am
90.65
25
5/6/2019
PF4
10:06am
90.65
45
5/13/2019
PF5
10:12am
87.79
38
5/13/2019
PF6
10:13am
87.79
26
5/13/2019
PF7
10:14am
87.79
73
6/3/2019
PH
10:10am
91.81
25
6/3/2019
PF2
10:11am
91.81
25
6/3/2019
PF3
10:12am
91.81
25
6/10/2019
PF4
10:07am
91.67
25
6/10/2019
PF5
10:08am
91.67
25
6/10/2019
PF6
10:09am
91.67
36
6/10/2019
PF7
10:10am
91.67
114
7/1/2019
PF1
10:07am
90.63
25
7/1/2019
PF2
10:08am
90.63
25
7/1/2019
PF3
10:09am
90.63
25
7/1/2019
PF4
10:10am
90.63
25
7/8/2019
PF5
10:08am
88.65
37
7/8/2019
PF6
10:09am
88.65
26
7/8/2019
PF7
10:10am
88.65
89
8/5/2019
PH
10:07am
90.64
25
8/5/2019
PF2
10:08am
90.64
25
8/5/2019
PF3
10:09am
90.64
14
8/5/2019
PF4
10:10am
90.64
17
8/12/2019
PF5
10:04am
89.75
26
8/12/2019
PF6
10:05am
89.75
26
8/12/2019
PF7
10:06am
89.75
26
s�-j
Page 2

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina DWR Permit # WQ0029804
Fecal Coliform Compliance Analvsis results for 2019:
Sample
Date
Sample
Name
Sample
Time
Total
Solids %
Fecal Coliform
MPN/dry gram
9/3/2019
PF1
10:05am
90.40
25
9/3/2019
PF2
10:06am
90.06
26
9/3/2019
PF3
10:07am
90.02
26
9/3/2019
PF4
10:08am
90.14
26
9/9/2019
PF5
10:06am
91.86
25
9/9/2019
PF6
10:07am
91.75
25
9/9/2019
PF7
10:08am
91.68
25
10/7/2019
PF1
10:06am
92.05
53
10/7/2019
PF2
10:07am
92.22
24
10/7/2019
PF3
10:08am
92.22
53
10/7/2019
PF4
10:09am
92.21
31
10/14/2019
PF5
10:10am
88.06
39
10/14/2019
PF6
10:11am
87.92
90
10/14/2019
PF7
10:12am
88.00
73
11/6/2019
PF5
10:07am
94.38
24
11/6/2019
PF6
10:08am
94.40
52
11/6/2019
PF7
10:09am
1 94.34
24
For November: Due to Dryer issues and the inability to collect PF1-PF4 as
scheduled, these four Fecal samples were collected after samples PF5-PF7.
11/18/2019
PF1
10:13am
90.43
38
11/18/2019
PF2
10:14am
90.44
25
11/18/2019
PF3
10:15am
90.41
25
11/18/2019
PF4
10:16am
90.34
25
12/4/2019
PF1
10:04am
92.19
25
12/4/2019
PF2
10:05am
92.04
25
12/4/2019
PF3
10:06am
91.95
25
12/4/2019
PF4
10:07am
91.81
31
12/9/2019
PF5
10:21am
87.83
56
12/9/2019
PF6
10:22am
87.53
56
12/9/2019
PF7
10:23am
87.58
26
Page 3

EIMUMIMENA Flo hCupumbd
GREE.NVILLE, N.C. 27858
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 89.09
Fecal Coliform (MPH /gram Solids
FAX [phone]
DATE COLLECTED: 01/07/19
DATE REPORTED : 01/10/19
REVIEWED BY:
PF1 PF2 PF3
270 37 37
PF4 Analysis Method
Date Analyst Code
01/07/19 JMH 2540G-11
72 01/08/19 JMH 9221E-06

Environment I, Inc.
P.O. Box 7085, 114 Oakmont Dr.
Greenville. NC 27858
CHAIN OF CUSTODY RECORD
Page 1 of 1
ens ironment I inc.com
DISINFECTION
Phone ('252) 756-6208 • Fax [phone]
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
❑ CHLORINE
CLIENT: 599 Week:6
❑ Uv
NA
NA
pH CHECK (LAB)
P
P
CONTAINER TYPE. P/G
VINSTON-SALEM (DRYER) M.MEADS
❑ NONE
.TTN: DIANE HERNDON
7" GRIFFITH ROAD
JAA
VINSTON-SALEM NC 27103
❑
CHEMICAL PRESERVATION
A -NONE D-NAOH
c z
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136)397-7624
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DATE
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1-7-19
J D:13 an
NA
6,L1_ 1
1
CLASSIFICATION:
❑ WASTEWATER (NPDES)
PFl
q
NA
-
1
•
❑ DRINKING WATER
1'
94
PF3
NA
_
1
❑ DWQ/GW
PF4
) - - 7
`� LDv
1
`'< #'
NA
-
Clhs Sludge Pel:lets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIP
N
SAMPLES COLLECTED BY:
(Please Print), . � v
Lj;lll� J
SCA
SAMPLES RECEIVED IN LAB AT uC
RELINQUISHED BY (SIG.) (SAMPLE)
DATE/TIME
1=1-i9 I1:30
RECEIVED (SI .)
ATE/TIME
3Z�
COMMENTS:p
u l ve r i ze s a m l e s r i o r to analysis. Calculate
MPN n a dry weight basis. in mg/kg. Fecal sample -
RELINQUISHED BY (SIG.)
DATEITIME
RECEIVED BY )
DATEMME
delivered on ice; %TS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATEITIME
RECEIVED BY (SIG.)
DATElTIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C for composite sample or a "G" for N 3 3 4 t 0
FORM #5 Grab sample in the blocks above for each parameter requested.

umbd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
Wastewater ID: 10
PHONE (zb2) %56-62U6
FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 90.18
Fecal Coliform (MPH /gram Solids
DATE COLLECTED: 01/14/19
DATE REPORTED : 01/17/19
1
REVIEWED BY:
PF5 PF6 PF7 Analysis Method
Date Analyst Code
01/14/19 KDS 2540G11
37 270 88 01/15/19 KDS 9221E-06

F,nvircnment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. Page 1 of 1
Greenville, NC 27858 b
environment I inc.com
DISINFECTION
Phone [phone] • Fax [phone]
CHLORINE
Ij
NA
I NA
I
I
I
I
I
I
I
I
I j
CHLORINE NEUTRALIZED AT COLLECTION
CLIENT: 599 A Week: 6
NA
IAJ
I
pH CHECK (LAB)
LT V
P
P
CONTAINER TYPE, P/G
/INSTON-SALEM (DRYER) M.MEADS
NONE
TTN: DIANE HERNDON
�+
CHEMICAL PRESERVATION
799 GRIFFITH ROAD
/INSTON-SALEM NC 27103
A
A
A -NONE D-NAOH
cz
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13 397-7624
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COLLECTION
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SAMPLE LOCATION
DATE
TIME
11
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NA
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1
CLASSIFICATION:
❑ WASTEWATER(NPDES)
PFS
p;/p {i,U
NA
-
1
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PF6
/D;ll AM
NA
1
iscxvp
❑ DRINKING WATER
:•
PF7
/6"/z
NA
-
1
DWO/GW
Clas Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
0 N
SAMPLES COLLECTED BY:
(Please Print)
D, L.Hp- pwpoa!
SAMPLES RECEIVED IN LAB AT "C
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
REC IV BY (SIG.)
T{E/TIME
f
COMMENTS:
Pulverize samples prior to analysis. Calculate
I
M P N on a dry weight basis,Fecal
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY ISIG.
ATE/TIME
delivered on ice; %TS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY (SIG.)
DATEITIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "T for >♦7 O
FORM #5 Grab sample in the blocks above for each parameter requested. L� 334109

�nking' Taster 2D. 3t`71�'::
Waetekater ID: iQ
PHONE [phone]
FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEAD$
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 90.62
Fecal Coliform (MPN), /gram Solids
DATE COLLECTED: 02/11/19
DATE REPORTED : 02/14/19
REVIEWED BY: �--
PF1 PF2 PF3 PF4 Analysis Method
Date Analyst Code
02/11/19 JMH 2540G11
87 54 87 37 02/12/19 JMH 9221E-06

W
Al
27
W
(1
Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7065. 114 Oakmont Dr. Pa e 1 of I
(;raanvina NC ?79,5R
environment I inc.com
DISINFECTION
CHLORINENEUTRALIZEDATCOLLECTION
Phone ('_'5'_') 756-6305 •Fax [phone]
Ij CHLORINE
NA
NA
CLIENT: 599 Week: 11
Ij UV
NA
NA
pH CHECK (LAB)
P
P
CONTAINER TYPE, P/G
ENSTON-SALEM (DRYER) M.MEADS
IJ NONE
nN: DIANE HERNDON
99 GRiFF= ROAD
CHEMICAL PRESERVATION
INSTONSALEM NC 27103
A
A
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56) 397-7624
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8
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E.G-
FT"
NATHIOSULFATE
SAMPLE LOCATION
DATE
TIMEcc
Sludge Sample
NA
1WN
I�1.
CLASSIFICATION:
❑ WASTEWATER (NPDES)
❑ DRINKING WATER
PF1
16 ;: qM
NA
-
PF2
/D: 03.4m
NA
-
1
Sty"
53
NA
-
PF3
,//
/G:64,4
1
Class A Sludge Pellets
PF4
'
/D:os�,�
NA
-
1"
ID SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SIV
N
SAMPLES COLLECTED BY:
(Please Print)
.FiE12Nljod
2
SAMPLES RECEIVED IN LAB AT >' cC
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/11ME
RECEIVED BY (SIG.)
DATE/TIME
�1r�93�
COMMENTS: Pulverize samples prior to analysis. Calculate
h -'
�'��� �Cd�'`
'""�—
1
MPN on dry weight basis, in mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
ATERIME
REC D BY (SIG.)
DATEIIME
deliverd on ice; %TS sample delivered at ambient.
Please
RELINQUISHED BY (SIG.)
DATErnME
RECEIVED BY (SIG.)
DATEiTIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C' for composite sample or a "G" for
FORM #5 Grab sample in the blocks above for each parameter requested. N 2 365523

RMwk@1]HM Flo DEwp mbd
grim
.f .Ms i :$ �6e� i•: 1 D t 10
11''+ 0Ar\ivi0fA DFii'VE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD DATE COLLECTED: 02/13/19
WINSTON-SALEM ,NC 27103 DATE REPORTED : 02/18/19
'a
REVIEWED BY:
Sludge PF5 PF6 PF7 Analysis
Method
PARAMETERS Sample Date
Analyst Code
Total Solids, % 90.91 02/13/19
KDS 2540G11
Fecal Coliform (MPH /gram Solids 140 87 87 02/14/19
KDS 9221E-06

W
A7
27
W
(3:
F nN ironment 1, Inc. CHAIN OF CUSTODY RECORD
P.O I3O\ 708? . 114 (hikmow Dr. Paszc 1 of 1
Grccin 111c. NC _'7SiK -- --
env irommcnt I inc.com
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phrmc (1S1I 756-r,_'(IS • Fay (_'5_') 7�h-Oh_3;
NA
NA
CHLORINE
CLIENT: 599A Week:11
NA
NA
pHCHECK (LAB)
Ij UV
P
P
CONTAINER TYPE. P/G
INSTON-SALEM (DRYER) M.MEADS
Ij NONE
IN: DIANE HERNDON
CHEMICAL PRESERVATION
99 GRIFFITH ROAD
INSTON-SALEM NC 27103
A
A
CO A -NONE D-NAOH
o
E
56) 397-7624
' U
ui Z
w
C B-HNO E-HCL
0
= F0
0
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COLLECTION
a
< m
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SAMPLE LOCATION
DATE
TIME
Sludge Sample
/3 /
/o;ozq
NA
G.7
1
<a;
CLASSIFICATION:
❑ WASTEWATER(NPDES)
PFS
O:o AM
NA
-
1
?>i
PF6
NA
-
1
'<
7'
❑ DRINKING WATER
::
PF7
O;oSAa+
NA
-
1
DWR/GW
Class A Sludge Pellets
ID SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT'DELIVERY
V N
SAMPLES COLLECTED BY:
(Please Pnnt)
I
D.L.4ERNDor4
SAMPLES RECEIVED IN LAB AT'SC
RELINQUISHED BY (SIG.) (SAMPLERI
DATETIME
RECE D (SIG.1
DATETIME
COMMENTS:
Pulverize samples prior to analysis. Calculate
lJ �Y-
l3 /9 //•'ova
3 l 3
MPN on a dry weight basis, in mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
DATFJTIME
RECEIVED BY (SIG.)
DATE/TIME
delivered on ice; %TS sample delivered at ambient.
I
Elease record receipt temps for both,
RELINQUISHED BY (SIG.)
DATE�TIME
RECEIVED BY (SIG.)
DATEMME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G for
FOFv 75 Grab sample in the blocks above for each parameter requested NO

E[ow,u mW Flo hmpumbd
Was t.awater ID; 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
DATE COLLECTED: 03/04/19
DATE REPORTED : 03/08/19
ti
REVIEWED BY:zl�i
Sludge
PF1 PF2 PF3 PF4 Analysis
Method
PARAMETERS
Sample
Date Analyst
Code
Total Solids, %
88.61
03/04/19 JTH
2540G-11
Fecal Coliform (MPH /gram Solids
89 55 26 26 03/05/19 JTH
9221E-06

Environment 1• Inc. CHAIN OF CUSTODY RECORD
P.O. Bos 7085. 114 Oaknumt Dr. Pace 1 of _ 1
Greenville. NC 27858
environment I inc.com
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone ('252) 756-6208 • Fax [phone]
NA
NA
Ij CHLORINE
CLIENT: 599 Week: 15
Ij UV
NA
NA
pH CHECK (LAB)
i'INSTON-SALEM (DRYER) M.MEADS
J NONE
P
P
CONTAINER TYPE, P/G
TTN: DIANE HERNDON
7" GRIFFITH ROAD
CHEMICAL PRESERVATION
i'INSTON-SALEM NC 27103
A
A
A - NONE D - NAOH
o
136) 397-7624
-E J
w z
,1
.�
crn
B HNO3 E HCL
0
1 0
0
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COLLECTION
Q
< m
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w CL 0
u-j ¢
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C7
GVT,
G - NATHIOSULFATE
ii
SAMPLE LOCATION
DATE
TIME
Sludge Sample
3�-4-19
t10,oi
(ol.�
1
»
T
I
� `
Z
CLASSIFICATION:
❑ WASTEWATER (NPDES)
PF1
3- LI-11
f m • 10
NA
-
1
PF2
3-'-I-I
1()*. 11
NA
-
1
❑ DRINKING WATER
?
3-�I-1
NA
-
1
�..�
PF3
❑ DWRIGW
q
•••
3--N-il
10:t3
NA
-
1
«
PF4
Clas Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUS�TOjDY (SEAL) MAINTAINED
DURI "SHIPMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
W M I't Toy, tv (1, 1,
SAMPLES RECEIVED IN LAB ATA__._'
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
3-l4_
RECEIV (SIG.)
TETIME
COMMENTS: Pulverize samples prior to analysis. Calculate
(+ 2-1-3�
3�%
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY (SIG.
DATErfIME
MPN on dry weight basis, in mg/kg. Fecal samples
delivered on ice; %TS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATE 'TIME
RECEIVED BY;SIG)
DATE ME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C for composite sample or a "T for
FORM xs Grab sample in the blocks above for each parameter requested. NO .1 F; 9 fj 9 7

71T, "T
Kaetew.7sr ID: IC
1 4D,,t�iviuj%vi L_)riivtL P) IONE (252) ; - ' 6- t)2-08
GREENVILLE, N.C. 27858 FAX [phone]
THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM NC 27103
Sludge
PARAMETERS Sample
PF5 PF6
DATE COLLECTED: 03/13/19
DATE REPORTED : 03/18/19
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
Total Solids, % 92.29 03/13/19 KDS 2540G-1 I
Fecal Coliform (MPN), /gram Solids 25 25 53 03/14/19 KDS 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
RQ. Box 701R5. 114 Oakmont Dr. Page 1_ of 1
Greemille. NC 27858
e n\ ironment I i nc.com
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE
CLIENT: 599 A Week: 15
NA
NA
pHCHECK (LAB)
IN
P
P
CONTAINER TYPE.P/G
/INSTON-SALEM (DRYER) M.MEADS
NONE
TTN: DIANE HERNDON
7" GRIFFITH ROAD
CHEMICAL PRESERVATION
/INSTON-SALEM NC 27103
-
A
A
ol,
Cf) A -NONE D-NAOH
136) 397-7624
z �
J
U z
CC
Uj
C B-HNO, E-HCL
U,
O o
_
O
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a
r0
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C H SO, F ZINC ACETATE/NAOH
COLLECTION
a
o
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CL o
"'- ¢
0
0
b`
0
w
ccG- NATHIOSULFATE
SAMPLE LOCATION
DATE
TIME
Sludge Samle
3 13 9
/d:vzh
NA
(�$,�
1
'`
Z'
CLASSIFICATION:
❑ WASTEWATER(NPDES)
❑ DRINKING WATER
PF5
NA
-
1
?.
PF6
16:4,4A4(
NA
-
1
.,
PF7
D: o5,4
-
1
DWR/GW
Class A Sludge Pellets
LjSOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
D . L . HE Atnl D d Al
SAMPLES RECEIVED IN LAB
RELINQUISHED BY (SIG.) (SAMPLER)
DATETIME
B j
RECEIVEDmti-
ATETIME
COMMENTS Pulverize samples prior to analysis. Calculate
49-le*el
3/3!Y /,a5-k
MPN on dry weight basis, in mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
DATETIME
RECEIVED BY (SIG.)
ATETIME
delivered on ice; %TS sample delivered at ambient.
RELINQUISHED BY (SIG)
DATETIME
RECEIVED BY (SIG)
DATETIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a 'C" for composite sample or a' T for
FORM 45 Grab sample in the blocks above for each parameter requested. N 2 362626

ElOwDhimW Flo hmp mbo
� i4 UAPI MIN 1 UH1vt
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 90.78
Fecal Coliform (MPH /gram Solids
DATE COLLECTED: 04/01/19
DATE REPORTED : 04/04/19
REVIEWED BY:
PFl PF2 PF3 PF4 Analysis Method
Date Analyst Code
04/01/19 JMH 2540G-11
25 36 25 25 04/02/19 JMH 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085. 114 Oakmont Dr. page 1 of 1
Greenville NC 27858
environment) inc.com
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone [phone] • Fax [phone]
NA
NA
❑ CHLORINE
CLIENT: 599 Week: 19
NA
NA
pH CHECK (LAB)
❑ tv
P
P
CONTAINER TYPE,P/G
4NSTON-SALEM (DRYER) M.MEADS
rX I NONE
TTN: DIANE HERNDON
799 GRIFFITH ROAD
CHEMICAL PRESERVATION
aNSTON-SALEM NC 27103
A
A
zo
E
A -NONE D-NAOH
136) 397-7624
z Uj
U z
Cr
C B- HNO9 E- HCL
JLijrr
g
w
z
z
C
Cr
w C- H,SO, F- ZINC ACETATE/NAOH
COLLECTION
� _
o0- o
L o cc
v a
00
s
w
¢ G - NATHIOSULFATE
SAMPLE LOCATION
DATE
TIME
Sludge Sample
/
/b:o/A m
NA
66 F
1
"'
T
1
1
CLASSIFICATION:
❑ WASTEWATER (NPDES)
❑ DRINKING WATER
PF1
/6; o Z A,.
NA
1
a1 '<>•
.,...,
PF3
/6:6AIA K
NA
-
❑ DWR/GW
PF4
/D:oS'kai
NA_
1
___jClass
A Sludge Pellets
SOLID WASTE SECTION
CHAIN OF COST DY (SEAL) MAINTAINED
DURI HI ENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Print)
Dle
.L.HEp- 06AJ
SAMPLES RECEIVED IN LAB AT _ `_i 'C
RELINQUISHED BY (SIG.) (SAMPLER)
DATEMME
RECEIVED B IG.)
ATETIME
COMMENTS:P
u
l ve r i z e samples prior to analysis. Calculate
f �' ' '
S� l 19 /�'tS�n�
VMPN
on dry weight basis, i n mg/kg. Fecal samples
RELINQUISHED BY (SIG)
DATE/TIME
RECEIVED Y (SI .)
DATE(TIME
delivered on ice; %TS sample delivered at ambient.
Please record receipt emps for both.
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY (SIG.)
DATE71ME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a °C for composite sample or a "G" for
FORM 45 Grab sample in the blocks above for each parameter requested. N © 363534

�Rwu flnmml Flo hmp mbd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 89.65
Fecal Coliform (MPH /gram Solids
DATE COLLECTED: 04/08/19
DATE REPORTED : 04/10/19
J
REVIEWED BY: -
PF5 PF6 PF7 Analysis Method
Date Analyst Code
04/08/19 KDS 2540G-11
30 88 100 04/09/19 JMH 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085. 114 Oakmont Dr.
Greenville. NC 27858 Page of 1 1
environment) inc.com
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone [phone] - Fax [phone]
NA
NA
❑ CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 599 A Week: 19
❑ UV
P
P
CONTAINER TYPE, P/G
VINSTON-SALEM (DRYER) M.MEADS
NONE
TTN: DIANE HERNDON
�+
CHEMICAL PRESERVATION
7" GRIFFITH ROAD
❑
VINSTON-SALEM NC 27103
A
A
A -NONE D-NAOH
E o
f36) 397-7624
¢
�v, z
w
LU
B - HNO, E - HCL
0 0
_
¢
C - H,SO, F -ZINC ACETATE/NAOH
LU
COLLECTION
a
F Cr
`gw
8
'�' ¢
�
LL
F
tp
w
a G- NATHIOSULFATE
SAMPLE LOCATION
DATE
TIMEcc
Sludge Sample
10 -b
NA
Jy.y
1
•.• $ .
1
CLASSIFICATION:
❑ WASTEWATER(NPDES)
PF5
I} g-j�
WD64
NA
-
1
I's'•f <
PF6
y �
�b,,b�
NA
-
1
`'
❑ DRINKINGWATER
H
�D:u�
PF7
NA
_
1
❑ DWR/GW
Class A Sludge Pellets
❑ SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Print)
(a►11i F J. iv r A, C Y"
SAMPLES RECEIVED IN LAB AT °C
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
RECEIVED )
ATE/TIME
V/j
COMMENTS:
Pu 1 ve r i ze samples prior to analysis. Calculate
�3
MPN on dry weight basis, in mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIV BY (SIG.)
DATEITIME
delivered on ice; %TS sample delivered at ambient.
Please record receipt tempsfor both,
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY (SIG.)
DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM a5 Grab sample in the blocks above for each parameter requested. N2 363533

bido blmmg[W Flo h(wPumbd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 90.65
Fecal Coliform (MPH /gram Solids
DATE COLLECTED: 05/06/19
DATE REPORTED : 05/09/19
REVIEWED BY:
PF1 PF2 PF3 PF4 Analysis Method
Date Analyst Code
05/06/19 KDS 2540G-11
25 25 25 45 05/07/19 KDS 9221E-06

R
A'
21,
M
Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085. 114 Oakmont Dr. Page 1 of 1
Greenville NC 27858
environment 1 inc.eom
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE
❑
CLIENT: S99 Week:24
NA
NA
pHCHECK (LAB)
❑ uv
P
P
CONTAINER TYPE, P/G
INSTON-SALEM (DRYER) M.MEADS
NONE
TTN: DIANE HERNDON
r99 GRIFFITH ROAD
❑
CHEMICAL PRESERVATION
INSTON-SALEM NC 27103
A
A
zo
U) A -NONE D-NAOH
E
N
36)397-7624
z �
�'
Q zo
it
z
LIJ
C B- HNO E- HCL
� 3
0
�
v
w
a
LU C- H,SO, F- ZINC ACETATE/NAOH
u.,
COLLECTION
J ¢
< m
o2 o
w
Wu a
S
o
F
b`
w
< G - NATHIOSULFATE
SAMPLE LOCATION
DATE
TIME
Slud a Sample
5 19
0:0;z,4
NA
ra(a
1
`"
1-v
CLASSIFICATION:
PF1
/U. d3A
NA
-
1
•'':•:
❑ WASTEWATER(NPDES)
❑ DRINKING WATER
PF2
NA
PF3
10:05-A,(
NA
-
1
ti: :
DWR/GW
PF4
/j).•or,4,
NA
I-
1
Class Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DUR G S PMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
D.HEQNDca
SAMPLES RECEIVED IN LAB AT !Z -C
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
RECEIV BY SIG.)
9 ATE/TIME
COMMENTS:
p u l v e r i z e samples prior to analysis. Calculate
N'°5A
MPN on dry weight basis i n m /k Fecal samples
RELINQUISHED BY (SIG.)
DATEIrIME
RECEIVED BY (SIG.)
DATE(fIME
livered on ice; %TS sample delivered at ambient,
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATETIME
RECEIVED BY (SIG. )
DATFJTIME
Sampler must place a "C for composite sample or a "T for
PLEASE READ Instructions for completing this form on the reverse side. 0
FORM NS Grab sample in the blocks above for each parameter requested. N2 368096

ENAMEMM Flo hdNTPVd9d
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 87.79
Fecal Coliform (MPH /gram Solids
PF5 PF6
38 26
DATE COLLECTED: 05/13/19
DATE REPORTED : 05/15/19
REVIEWED BY: ✓ J
PF7 Analysis Method
Date Analyst Code
05/13/19 KDS 254OG-11
73 05/14/19 KDS 9221E-06

A
2
Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. box 7085, 114 Oakmont Dr. Pa-e 1 of 1
Greenville. NC 27858
environment I inc.com
WINSTON-SALEM
799
WINSTON-SALEM
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE
CLIENT: 599 A Week: 24
pH CHECK (LAB)
Lj IJI;
NA
NA
P
P
CONTAINER TYPE, P/G
(DRYER) M.MEADS
NONE
TTN: DIANE HERNDON
GRIFFITH ROAD
CHEMICAL PRESERVATION
NC 27103
A
A
CM o
� A -NONE D-NAOH
36) 397-7624
ww
� J
LLi z
�
,�
w
can B - HNO, E - HCL
o
o f
w
F= v
z
g
C°
cc
LU C- H,SO, F- ZINC ACETATE/NAOH
COLLECTION
_j c
o
w
CL v
Lw- ¢
o
s
CS
w
G - NATHIOSULFATE
a
SAMPLE LOCATION
DATE
TIME
Slu eSam le
^fD5
NA
1p fl
1
CLASSIFICATION:
❑ WASTEWATER(NPDES)
PFS
�-
1
<.it"�s'•?,
5-�3ag9)p:1304NA
-
1
❑ DRINKING WATER
rj-13-
o' l� 4
1
NA
-
DWR/GW
Class Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Print)
�, i,,rtvc,{
SAMPLES RECEIVED IN LAB AT -C" °C
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
S13-fq
RECEIVED Y (S .)
S
�3
COMMENTS:pulverize
samples prior to analysis. Calculate
MPN on dry weight basis, in m /k Fecal samples
1k3b
)3)DATE/TIME
�
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY IG
DAFJIIME
delivered on ice* %TS sample delivered ambient,
RELINQUISHED BY (SIG.)
DATETIME
RECEIVED BY (SIG.)
DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C for composite sample or a "T for
FORM #5 Grab sample in the blocks above for each parameter requested. N 0 368095

Emko n(PM Flo hmpumbd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 91.81
Fecal Coliform (MPH /gram Solids
FAX [phone]
DATE COLLECTED: 06/03/19
DATE REPORTED : 06/06/19
REVIEWED BY:
PF1 PF2 PF3 PF4 Analysis Method
Date Analyst Code
06/03/19 JMS 2540G11
25 25 25 Missing 06/04/19 JMS 9221E-06

M
A'
2'
R
Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. 1 1
Greenville, NC 27858 Pale of
environment 1 inc.com
DISINFECTION
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
Phone (252) 75:5-6208 •,Fax [phone]
Ij CHLORINE,
NA
NA
pH CHECK (LAB)
CLIENT: 599 Week: 28
Fi uv
P
P
CONTAINER TYPE,P/G
INSTON-SALEM (DRYER) M.MEADS
NONE
ITN: DIANE HERNDON
F99 GRIFFITH ROAD
CHEMICAL PRESERVATION
INSTON-SALEM NC 27103
A
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36)397-7624
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❑ WASTEwATER(NPDES)
DRINKING WATER
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N
SAMPLES COLLECTED BY:
(Please Print)
Wf ill 'X_ 7, l V r Nt.r
SAMPLES RECEIVED IN LAB AT;� 'C
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
RECEIV SIG.)
DATE/TIME
COMMENTS:
Pulverize samples prior to analysis. Calculate
-
itJ1QI1,t�-e. ��
-3-19 !�.:Osc
�3 3u �
MPN on a dry weightbasis. Fecal sam les delivered on
RELINQUISHEDBY(SIG.)
DATETIME
RECEIVED B )
DATE/TIME
ice; %TS sample delivered at ambient. Please record
receipt temps for both.
RELINQUISHED BY (SIG.)
DATETIME
RECEIVED BY (SIG.)
i
DATETIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C•' for composite sample or a "G'• for
FORM #5 Grab sample in the blocks above for each parameter requested. N2 367060

ElmhREM Flo hopgwmhd
GREENVILLE, N.C. 27858
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 91.67
Fecal Coliform (MPN), /gram Solids
FAX [phone]
DATE COLLECTED: 06/10/19
DATE REPORTED : 06/12/19
REVIEWED BY:
PF4 PF5 PF6
25 25 36
PF7 Analysis Method
Date Analyst Code
06/10/19 KDS 2540G-11
114 06/11/19 KDS 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. Page 1 of 1
Greenville, NC 27858
environment) inc.com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 599 A Week: 28
UV
INSTON-SALEM (DRYER) M.MEADS
NONE
P
P
CONTAINER TYPE, P/G
ITN: DIANE HERNDON
CHEMICAL PRESERVATION
r99 GRIFFITH ROAD
INSTON-SALEM NC 27103
A
A
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CO A -NONE D-NAOH
36) 397-7624
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SampleSludge
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PIF6G
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PF4
16;p
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❑ DWR/GW
Class A Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Print)
Wilk- J,TL.2rrve_✓'
_____H
SAMPLES RECEIVED IN LAB AT __'C
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
RECE(SIG.)
DATEMME
COMMENTS:
W4wt P.r t,w1
6 f b -19 M-00 4
Wlfc� 1to3Z 1
Pulverize s a m 1 e sprior to analysis.
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED B G.)
DAT6TIME
samples delivered on ice; %TS sample delivered at
ambient. Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY (SIG.)
DATETIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM N5 Grab sample in the blocks above for each parameter requested. N0 367059

EEdoQ@1MH(PM Flo hmpumbd
GREENVILLE, N.C. 27858
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 90.63
Fecal Coliform (MPI), /gram Solids
FAX [phone]
DATE COLLECTED: 07/01/19
DATE REPORTED : 07/05/19
REVIEWED BY:
_'1�4 \�
PF1 PF2 PF3 PF4 Analysis Method
Date Analyst Code
07/01/19 JMS 2540G-11
25 25 25 25 07/02/19 JMS 9221E-06

Environment I, Inc. CHAIN OF CUSTODY RECORD
P.J. Box 7085, 114 Oakmont Dr. Page 1 of 1
Greenville, NC 27858
environment inc.com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
❑ CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 5" Week: 32
I I
Ij UV
P
P
CONTAINER TYPE, P/G
UNSTON-SALEM (DRYER) M.MEADS
NONE
=N: DIANE HERNDON
CHEMICAL PRESERVATION
199 GRIFFITH ROAD
❑
7VINSTON-SALEM NC 27103
A
A
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33� 397-7624
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❑ WASTEWATER(NPDES)
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1
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-
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❑ DRINKING WATER
PF3
10 : c4 eta•
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-
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PF4
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-
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Sludge Pellets
jCIas
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURI IPMENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Print)
, l-fERNDonILES
+SAMPL RECEIVED IN LAB AT
RELINQUISHED BY (SIG.) (SAMPLER)
DATE/TIME
RECEIV SIG.)
DATEMME
COMMENTS:
Pulverize samp 1 es prior to analysis. —Calculate
n��-
//.'/S�.h
S3--
MPN on a dry weight basis, i n mg/kg. Fecal samples
/ 9
DATBTIME
RELINQUISHED BY (SIG.)
RECEIVED BY (SC)
DATETIME
delivered on ice; %TS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHEDBY(SIG.)
DATETIME
RECEIVED BY (SIG.)
DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM #5 Grab sample in the blocks above for each parameter requested. NO I Fi 7 ? n Fi

Elodorummid Flo hd©QpoQMd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 88.65
Fecal Coliform (MPH /gram Solids
FAX
DATE COLLECTED: 07/08/19
DATE REPORTED : 07/10/19
756-0633
A ,
REVIEWED BY: ✓✓✓ 666
PF5 PF6 PF7 Analysis Method
Date Analyst Code
07/08/19 KDS 2540G-11
37 26 89 07/09/19 KDS 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7D85, 114 Oakmont Dr.
Page 1 of 1
Greenville. NC 27858
environment 1 i nc .com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
Fi CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 599 A Week: 32UV
1'
1'
CONTAINER TYPE,P/G
VINSTON-SALEM (DRYER) M.MEADS
i
,NONE
,TTN: DIANE HERNDON
7" GRIFFITH ROAD
CHEMICAL PRESERVATION
VINSTON-SALEM NC 27103
A
A
m o
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A -NONE D-NAOH
336) 397-7624
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SAMPLE LOCATION
DATE
TIME
Sjudge Sampleg
9
0: a $A
NA
CLASSIFICATION:
❑ WASTEWATER (NPDES)
PF5I
/D: a8 Aa
NA
-
i
``
/0:0
NA
DRINKING WATER
�a , �oktit
NA
-
1
DWR/GW
Clas Sludge Pellets
% SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DUPMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
D . L . H C (ZAi ooA!
SAMPLES RECEIVED IN LAB AT_� °C
RELINQUISHED BY (SIG.) (SAMPLER)
DATFJTIME
RECEIp Y(SIG.)
ATETIME
COMMENTS:
Pulverize samples prior to analysis. Calculate
/
RELINQUISHED BY (SIG.)
DATEITIME
RECEIVED BY (SIG') V
DATEMME
MPN on a dry weight basis, in m /k . Fecal samples
delivered on ice; %TS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVEDBY(SIG. )
DATErnME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "T for
FORM #5 Grab sample in the blocks above for each parameter requested. N9 367205

ERWO oNE&W Flo hCoQpumbd
ao
a.z io:
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 90.64
Fecal Coliform (MPN), /gram Solids
DATE COLLECTED: 08/05/19
DATE REPORTED : 08/08/19
J
REVIEWED BY:
PF1 PF2 PF3 PF4 Analysis Method
Date Analyst Code
08/05/19 MAR 254OG-11
25 25 14 17 08/06/19 MAR 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box, 7085, 114 Oakmont Dr. Page I of
(;revnvillP NC '�7R5R
environment] inc.com
DISINFECTION
CHLORINE NEUTRALIZEDATCOLLECTION
Phone [phone] • Fax [phone]
NA
NA
Ij CHLORINE
CLIENT: 599 Week: 37
NA
NA
pH CHECK (LAB)
UV
P
P
-
CONTAINER TYPE, P/G
7VINSTON-SALEM (DRYER) M.MEADS
NONE
�TTN: DIANE HERNDON
;799 GRIFFITH ROAD
CHEMICAL PRESERVATION
+VINSTON-SALEM NC 27103
A
A
zo
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336) 397-7624
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TIME
Sludge Sample
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NA
01
1
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❑ WASTEWATER(NPDES)
DRINKING WATER
PF1
16"o7q1N
NA
-
1
F2
/G,'o�'�I�t
NA
PF3
/G;o9am
NA
-
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❑ DWR/GW
NA
-
G
PF4
6:/6A17
1I
Class A Sludge Pellets
ASOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING(UMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
D 0,4
SAMPLES RECEIVED IN LAB AT SG ' C
RELINQUISHED BY (SIG.) (SAMPLER)
DATETIME
RECEIVED B )
DAT6TIME
C3/ILr
COMMENTS: Pulverize samples prior to analysis. Calculate
�Al
-3L4
MPN on dry weight basis, in mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
ATE TIME
RECEIVED BY (SCW
DATE TIME
delivered on ice; iTS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATErnME
RECEIVED BY (SIG.)
DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a °C" for composite sample or a "G' for
FORM 95 Grab sample in the blocks above for each parameter requested. N 0 370133

�Mwu 0nmpid Flo hmpumbd
GREENVILLE, N.C. 27858
*** THIS IS A CORRECTED COPY OF PREVIOUSLY REPORTED DATA ***
ID#: 599 A
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
Sludge
PARAMETERS Sample
Total Solids, % 89.75
Fecal Coliform (MPN), /gram Solids
FAX [phone]
DATE COLLECTED: 08/12/19
DATE REPORTED : 08/15/19
A
REVIEWED BY: ✓ /,42,�
PF5 PF6 PF7 Analysis Method
Date Analyst Code
08/12/19 MAR 2540G-11
26 26 26 08/13/19 MAR 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. Page 1 of
_
Greenville. NC 27858
environment] inc.corrl,
DISINFECTION
CHLORINE NEUTRALIZED AT COLLECTION
Phone [phone] • Fax ('252) 756-0633
NA
NA
CHLORINE
CLIENT: 599A Week:37
NA
NA
pHCHECK (LAB)
UV
P
P
CONTAINER TYPE, P/G
VINSTON-SALEM (DRYER) M.MEADS
NONE
LTTN: DIANE HERNDON
799 GRIFFITH ROAD
CHEMICAL PRESERVATION
VINSTON-SALEM NC 27103
A
A
m o
=
C" A- NONE D- NAOH
336) 397-7624
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DATE
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CLASSIFICATION:
❑ WASTEWATER(NPDES)
PFS
O:v'f Ati
NA
-
1
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PF6
D; 65Aa,
NAFi
DRINKING WATER
PF7
'or A4
NA
-
1
DWR/GW
Class A Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURIN HI MENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Nnt)
p.L.IAGP-14bc V
SAMPLES RECEIVED IN LABAT cC
RELINQUISHED BY (SIG.) (SAMPLER)
DATEfTIME
RECEIVE Y Ir,.)
DATE,TIME
COMMENTS: Pulverize samples prior to analysis. Calculate
8 l 14 11-.14AA
/D•ve°9Y�,�oear
MPN on dry weight basis, in mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY ()
UATETIME
delivered on ice; iTS sample delivered at ambient.
Please record receipt temps for both.
RELINQUISHED BY (SIG.)
DATErIME
RECEIVED BY (SIG.)
DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C for composite sample or a "T for
FORM #s Grab sample in the blocks above for each parameter requested. NO 3 7 n 1 i 7

Emw'U oinuM Flo Dec mpQmW
ID#: 599
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD DATE COLLECTED: 09/03/19
WINSTON-SALEM ,NC 27103 DATE REPORTED : 09/06/19
REVIEWED BY:
PF1 PF2 PF3 PF4 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 90.40 90.06 90.02 90.14 09/03/19 KDS 2540G11
Fecal Coliform (MPN), /gram Solids 25 26 26 26 09/03/19 KDS 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. Page I of
C.reenvillf- N(' 77959
environment 1 inc.com
DISINFECTION
CHLORINE NEUTRALIZEDATCOLLECTION
Phone [phone] • Fax [phone]
NA
NA
❑ CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 599 Week: 41
❑ Iry
P
P
CONTAINER TYPE, P/G
NINSTON-SALEM (DRYER) M.MEADS
�TTN: DIANE HERNDON
F—A NONE
1799 GRIFFITH ROAD
NINSTONSTON-SALEM NC 27103
❑ —
A
A
I
CHEMICAL PRESERVATION
U) A - NONE D -NAOH
m o
336) 397-7624
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DATE
TIME
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NA
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2
CLASSIFICATION:
❑ WASTEWATER (NPDES)
I
/k
I -rno
NA
❑ DRINKINGWATER
<':
':'>I
PF4
J Edi'
NA
2
❑ DWRIGW
Class A Sludge Pellets
—T
1:1 SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
!' N
SAMPLES COLLECTED BY:
(Please Print)
�l,Il►'� �; ivrAI tr
SAMPLES RECEIVED IN LAB AT S 1
RELINQUISHED BY ISIG.1(SAMPLER)
DATEiTIME
93-�9 ��,35
REC I Y ISIG.;
DATE/TIME
COMMENTS:
Pulverize sam les prior to analysis. Calculate
�/
MPN on dry weight basis, in mg/kg. Fecal samples
RELINQUISHED (SIG.)
DATE/TIME
RECEIVED BY (SIG tv
DIATETIME
delivered on ice; %TS samples delivered at ambient.
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED BY (SIG.)
DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a °G for
FORM #s Grab sample in the blocks above for each parameter requested. N0 367710

RowuhloffnIM % Rumpumud
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
3'
ing Water ID: 37715
Wastewater ID: 10
JNE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 09/09/19
DATE REPORTED : 09/12/19
REVIEWED BY:
PF5 PF6 PF7 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 91.86 91.75 91.68 09/10/19 KDS 2540G-11
Fecal Coliform (MPN), /gram Solids 25 25 25 09/09/19 KDS 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
`P.O. Box 7085, 114 Oakmont Dr. Page 1 of 1
Greenville. NC 27858 b
environment I inc.com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE NEUTRALIZEDATCOLLECTION
❑CHLORINE
NA
NA
pH CHECK (LAB)
599 A Week: 41
CLIENT:
Ij UV
P
P
CONTAINER TYPE,P/G
WINSTON-SALEM (DRYER) M.MEADS
'iTTN: DIANE HERNDON
XA NON
t799 GRIFFITH ROAD
WINSTON-SALEM NC 27103
A
A
CHEMICAL PRESERVATION
C/) A -NONE D-NAOH
m o
336) 397-7624
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ID SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURINIMENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Pdnt)
p. L_ ff6 ibenf
SAMPLES RECEIVED IN LAB AT SAC?_°C
RELINQUISHED BY (SIG.) (SAMPLER)
DATEITIME
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DATE/TIME
COMMENTS
Pulverize samples prior to analysis. Calculate
MEN n dry weight basis i n m k Fecal samples
RELINQUISHED BY (SIG.)
DATE/TIME
RECEIVED SIG.)
DA EMME
0
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Please record receipt temps for
RELINQUISHEDBY(SIG.)
DATE/TIME
RECEIVED BY (SIG.)
--[
DATE/TIME
1'&M G U S V Z - 2/ i (P
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM #5 Grab sample in the blocks above for each parameter requested. N 0 3 6 7 7 0 9

BmwoQO[mEml alp hcupunpd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
PF1 PF2 PF3
PARAMETERS
Total Solids, % 92.05 92.22 92.22
Fecal Coliform (MPN), /gram Solids 53 24 53
;?c ;king Water SD; 37715
Wast awater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 10/07/19
DATE REPORTED : 10/11/19
REVIEWED BY: /__�
PF4 Analysis Method
Date Analyst Code
92.21 10/08/19 MAR 2540G-11
31 10/07/19 MAR 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. Page 1 of
Greenville. NC 27858
environment I inc.com
DISINFECTION
Phone [phone] • Fa;t [phone]
NA!
INA
CHLORINE NEUTRALIZED AT COLLECTION
Ij CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 599 Week: 45
❑w
MNSTON-SALEM (DRYER) M.MEADS
NONE
P
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kTTN: DIANE HERNDON
1799 GRIFFITH ROAD
AgNSTON-SALEM NC 27103
A
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RELINQUISHED BY (SIG.)
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FORM #5 Grab sample in the blocks above for each parameter requested. N 0 371767

ERATmEml alp hw
TOW
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
PF5
PARAMETERS
PF6
Total Solids, % 88.06 87.92
Fecal Coliform (MPH /gram Solids 39 90
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 10/14/19
DATE REPORTED : 10/16/19
REVIEWED BY:
PF7 Analysis Method
Date Analyst Code
88.00 10/14/19 MAR 2540G-11
73 10/14/19 MAR 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Sox 7085. 114 Oakmont Dr. Page I of
Greenville -NC 27858
environment 1 inc.com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINENEUTRALIZEDATCOLLECTION
CHLORINE
NA
NA
pH CHECK (LAB)
CLIENT: 599 A Week: 45
UV
P
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CONTAINER TYPE, P/G
WINSTON-SALEM (DRYER) M.MEADS
NONE
ATTN: DIANE HERNDON
Z799 GRIFFITH ROAD
WINSTON-SALEM NC 27103
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SAMPLES RECEIVED IN LAB ATSe f °C
RELINQUISHED BY (SIG.) (SAMPLER)
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RELINQUISHED BY (SIG.)
ATFJTIME
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delivered on ice; %TS samples delivered at ambient.
Please record receipt temps for all.
RELINQUISHED BY (SIG)
DATE/TIME
RECEIVED BY (SIG)
DATEMME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM #5 Grab sample in the blocks above for each parameter requested. No 17,) D n A

EmwoQoimmul Flo hmpumUd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
PF5
PARAMETERS
Total Solids, % 94.38
Fecal Coliform (MPH /gram Solids 24
➢-r rki r.g pater} ➢ 37715
Wastewater 1➢: _
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 11/06/19
DATE REPORTED : 11/12/19
REVIEWED BY:A"l
PF6 PF7 Analysis Method
Date Analyst Code
94.40 94.34 11/06/19 MAR 2540G-11
52 24 11/06/19 MAR 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box,7085, 114 Oakmont Dr. Page 1 of 1
Gi';enviffe. NC 27858
environment 1 inc.com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
CHLORINE
I
pH CHECK (LAB)
CLIENT: 599 A Week: 50
UV
Ij
NA
NA
P
P
CONTAINER TYPE, PIG
VINSTON-SALEM (DRYER) M.MEADS
NONE
.TTN: DIANE HERNDON
799 GRIFFITH ROAD
VINSTON-SALEM NC 27103
❑
A
A
CHEMICAL PRESERVATION
A -NONE D-NAOH
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436) 397-7624
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°gA�
PF7
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NA
2
DRINKINGWATER
Clas;J
SIu/dge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING HIPMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
D.L. HE P_M DoM
SAMPLES RECEIVED IN LAB AT ZO, 4— °C
RELINQUISHED BY (SIG) (SAMPLER)
DATErnME
RECEIVE BY (SIG.)
' DATErPME
COMMENTS: Pulverize samples prior to analysis. C a l c u l a t e
MPN on dry weight basis, in mg/kg. Fecal samples
DATE/TIME
RELINQUISHED BY (SIG)
RE IVED BY (SIG)
DATOTIME
delivered on ice; %TS samples delivered at ambient.
Please record recei Pt temps for all.
RELINQUISHED BY (SIG.)
DATFITIME
RECEIVED BY (SIG.)
DATFJTIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM N5 Grab sample in the blocks above for each parameter requested. N ® 369694

ElmhEp]C M Flo hamppTOW
GREENVILLE, N.C. 27858
ID#: 599
Drinking Water ID: 37715
FAX [phone]
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD DATE COLLECTED: 11/18/19
WINSTON-SALEM ,NC 27103 DATE REPORTED : 11/22/19
REVIEWED BY:
PF1 PF2 PF3 PF4 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 90.43 90.44 90.41 90.34 11/19/19 MAR 2540G-11
Fecal Coliform (MPH /gram Solids 38 25 25 25 11/18/19 MAR 9221E-06

Environment 1, Inc. CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. d Page 1 of 1
Greenville, NC 27858 y
environment 1 inc.com
DISINFECTION
Phone [phone] • Fax [phone]
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
CHLORINE
Ij
NA
NA
pH CHECK (LAB)
CLIENT: 599 week: so
UV
Ij
VINSTON-SALEM (DRYER) M.MEADS
NONE
P
P
CONTAINER TYPE, P/G
►TIN: DIANE HERNDON
I
799 GRIFFITH ROAD
VINSTON-SALEM NC 27103
❑
A
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Class A Sludge Pellets
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING
JIPMENT/DELIVERY
N
SAMPLES COL CTED BY.
(Please Print)
j
p . L. 4,E
SAMPLES RECEIVED IN LAB AT l °C
RELINQUISHED BY (SIG.) (SAMPLER)
DATFJTIME
RECEIVED (SI
DATUIIME
COMMENTS:
I
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11 3,<9
1,y �'
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���
i!l�i9 //.'35k
DATETIME
RELINQUISHED BY (SIG.)
RE IVED BY (SIG)
ATEjTIME
delivered on ice;! %TS samples delivered at ambient.
Please record reoei
t temps for all.
RELINQUISHED BY (SIG.)
DATErnME
RECEIVED BY (SIG.)
DATEIiIME
I
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" forcomposite sample or a "G" for
FORM #5 Grab sample in the blocks above for each parameter requested. NO q l; Q g Q q

Ell uh[ME&W Flo k owpoormuo
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
PARAMETERS
Total Solids, %
Fecal Coliform (MPH /gram Solids
PF1 PF2 PF3
92.19 92.04 91.95
25 25 25
c
sinking seater ID; 3771E
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599
DATE COLLECTED: 12/04/19
DATE REPORTED : 12/06/19
REVIEWED BY:
PF4 Analysis Method
Date Analyst Code
91.81 12/04/19 JMS 2540G-11
31 12/04/19 JMS 9221E-06

Environment 1, Inc.
P.O. Box 7095, 114 Oakmont Dr.
Greenville, NC 27858
CHAIN OF CUSTODY RECORD
Page 1 of 1
environment 1 inc.com
DISINFECTION
Phone [phone] • Fax [phone]
Ij CHLORINE
NA
NA
CHLORINE NEUTRALIZED AT COLLECTION
NA
NA
pHCHECK (LAB)
CLIENT: 599 Week:2
Fi UV
VINSTON-SALEM (DRYER) M.MEADS
� NONE
P
P
CONTAINER TYPE, P/G
.TTN: DIANE HERNDON
799 GRIFFITH ROAD
VINSTON-SALEM NC 27103
A
A
CHEMICAL PRESERVATION
A -NONE D-NAOH
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CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENT/DELIVERY
a N
SAMPLES COLLECTED BY:
(Please Pdnt)
ePW Dart(
SAMPLES RECEIVED IN LAB AT % C
RELINQUISHED BY (SIG.) (SAMPLER)
DATEITIME
RECEIV Y (SIG.)
ATEITIME
COMMENTS: Pulverize
15
samples prior to analysis. Calculate
MPN on a dry weight basis, +n'mg/kg. Fecal samples
RELINQUISHED BY (SIG.)
DATE/TIME
RE IV B
DATE/TIME
delivered on ice; %TS samples delivered at ambient.
_
RELINQUISHED BY (SIG,)
DATE/TIME
RECEIVED BY (SIG.)
DATFiIME
Please record receipt temps for all.
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for
FORM #5 Grab sample in the blocks above for each parameter requested. N ® 376659

mlowu oimmM alp Immpun d
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
2799 GRIFFITH ROAD
WINSTON-SALEM ,NC 27103
. 1 'f'M"37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 599 A
DATE COLLECTED: 12/09/19
DATE REPORTED : 12/12/19
REVIEWED BY: '
PF5 PF6 PF7 Analysis Method
PARAMETERS Date Analyst Code
Total Solids, % 87.83 87.53 87.58 12/10/19 MAR 2540G-11
Fecal Coliform (MPN, /gram Solids 56 56 26 12/09/19 MAR 9221E-06

CHAIN OF CUSTODY RECORD
cnvn onmenu inc.com
DISINFECTION
Phone [phone] • Fax [phone]
Ij CHLORINE
NA
NA
CLIENT: 599 A Week: 2
uv
NA
NA
WINSTON-SALEM (DRYER) M.MEADS
ATTN: DIANE HERNDON
NONE
P
P
2799 GRIFFITH ROAD
WINSTON-SALEM NC 27103
A
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DATE
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RELINQUISHED BY (SIG.) (SAMPLER) DATETIME REC BY
Ja 9 /9
RELINQUISHED BY (SIG.) DATEMME RECEIVED BY
BY (SIG.)
RECEIVED BY (SIG.)
PLEASE READ FORM ti5 sidInstructions for completing this form on the reverse e.
I I I I jd
COMMENTS:
Pulverize s
Page i of 1
CHLORINE NEUTRALIZED AT COLLECTION
pH CHECK (LAB)
CONTAINER TYPE, P/G
CHEMICAL PRESERVATION
A -NONE D-NAOH
Uj
B-HNO3 E-HCL
cc
w C - HZSO, F -ZINC ACEfATE/NAOH
G - NATHIOSULFATE
a
a
CLASSIFICATION:
WASTEWATER (NPDES)
DRINKINGWATER
DWR/GW
Classq Sludge Pel,16ts
SOLID WASTE SECTION
CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING PMENT/DELIVERY
rY N
SAMPLES COLLECTED BY.
(Please Hat)
D . L , L4E-P__A1 D oAl
SAMPLES RECEIVED IN LA T e°C
les prior to analysis. Calculate
delivered on icy; %TS samples delivered at ambient.
Please record receipt temps for all.
Sa pier us f plaTe"a "G' 1for composite sample or a`"G" for
Grab sample in the blockslabove for each parameter requested.
N_ 3761?SR

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 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
01/01/19 to 01/31/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010'
Alt 1 B Time
V1013
0 = No
V1014
V877
01/01/19
90.72
21.06
65.46
186
90.24
0.20
1
01/02/19
90.77
20.25
68.20
187
74.61
0.17
1
01/03/19
90.35
20.12
66.49
187
80.75
0.17
1
01 /04119
88.42
20.30
60.99
187
74.27
0.17
1
01/05/19
89.32
20.76
62.97
184
71.17
0.29
1
01 /06/19
89.19
20.69
65.13
187
68.22
0.171
1
01/07/19
90.90
21.08
63.88
186
74.04
0.20
1
01/08/19
89.28
20.60
62.69
186
64.55
0.20
1
01 /09/19
01/10/19
01/11/19
91.78
19.63
70.96
183
82.73
0.34
1
01 /12/19
90.34
21.301
67.68
181
75.50
0.491
1
01/13/19
90.98
20.73
68.89
184
68.94
0.29
1
01/14/19
89.96
20.64
64.79
185
76.07
0.24
1
01/15/19
90.50
20.66
64.34
185
73.76
0.24
1
01 /16/19
90.90
20.77
65.96
184
73.19
0.29
1
01 /17/19
89.73
20.06
65.26
186
74.51
0.20
1
01 /18/19
88.24
18.97
65.76
182
66.70
0.41
1
01/19/19
89.59
19.05
66.23
186
117.79
0.20
1
01 /20119
91.92
20.90
70.15
186
81.11
0.20
1
01/21/19
91.52
21.02
69.03
186
85.06
0.20
1
01 /22/19
01/23/19
01 /24/19
01 /25119
93.00
21.94
71.43
187
115.46
0.17
1
01/26/19
92.18
21.93
70.84
182
74.671
0.41
1
01/27/19
91.86
21.74
68.78
186
82.59
0.20
1
01 /28119
91.08
21.62
66.83
185
85.46
0.24
1
01 /29/19
96.21
21.30
66.56
182
78.48
0.41
1
01/30/19 1
90.42
20.72
65.83
181
92.79
0.49
1
01/31/19 1
90.001
18.58
65.341
1851
106.90
0.24
1
AVERAGE
90.74
20.63
66.56
185
81.14
MAXIMUM
96.21
21.94
71.43
187
117.79
MINIMUM
88.24
18.58
60.99
181
64.55
Daily Fecal Coliform, MPN/dry g
Minimum
Maximum
Must Be
<1000
DATE
V1053
DATE
V876
01/07/19
37
01/07/19
270
01/14/19
37
01/14/19
270
Monthly Monthly
Minimum 37.0 Maximum 270

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
02/01 /19 to 02/28/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
02/01/19
91.43
19.40
69.48
185
76.75
0.24
1
02/02/19
02/03/19
02/04/19
92.57
21.60
68.65
187
102.84
0.17
1
02/05/19
91.47
20.65
65.59
184
80.15
0.29
1
02/06/19
88.47
20.71
63.801
183
96.40
0.341
1
02/07/19
89.16
20.55
65.66
182
84.38
0.41
1
02/08/19
90.15
21.80
66.89
183
94.09
0.34
1
02/09/19
90.79
22.66
69.09
185
80.63
0,24
1
02/10/19
90.83
21.88
69.05
185
78.01
0.24
1
02/11 /19
90.36
21.04
69.33
182
97.39
0.41
1
02/12/19
91.13
22.42
69.261
185
79.23
0.241
1
02/13/19
90.83
22.42
68.74
185
83.14
0.24
1
02/14/19
89.58
20.71
61.96
185
92.41
0.24
1
02/15/19
85.96
19.68
60.82
183
85.45
0.34
1
02/16/19
90.09
21.80
70.13
187
106.32
0.17
1
02/17/19
90.44
22.03
62.72
187
168.07
0.17
1
02/18/19
90.47
22.05
68.961
187
91.76
0.171
1
02/19/19
91.41
22.70
69.59
185
76.41
0.24
1
02/20/19
90.20
22.09
66.77
185
83.08
0.24
1
02/21/19
89.44
23.06
67.09
185
74.17
0.24
1
02/22/19
88.14
21.38
64.70
185
156.19
0.24
1
02/23/19
90.94
20.62
67.32
185
75.48
0.24
1
02/24/19
91.25
22.10
68.391
183
74.46
0.341
1
02/25/19
90.00
22.75
65.51
181
86.67
0.49
1
02/26/19
90.64
22.54
66.21
184
75.45
0.29
1
02/27/19
91.41
22.51
66.47
185
76.45
0.24
1
02/28/19
90.53
21.97
66.15
186
75.44
0.20
1
AVERAGE
90.30
21.66
66.86
185
90.42
MAXIMUM
92.57
23.06
70.13
187
168.07
MINIMUM
85.96
19.40
60.82
181
74.17
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
02/11/19
87
02/11/19
37
02/13/19
140
02/13/19
87
Monthly Monthly
Maximum 140 MinimumF 37.0

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
03/01/19 to 03/31/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
03/01/19
90.14
22.21
64.37
185
70.59
0.24
1
03/02/19
90.41
23.31
65.52
186
77.58
0.20
1
03/03/19
91.05
22.80
64.81
186
80.31
0.20
1
03/04/19
85.35
23.79
60.45
183
121.72
0.34
1
03/05/19
03/06/19
03/07/19
92.10
23.84
69.88
185
79.66
0.24
1
03/08/19
91.37
23.79
68.20
185
78.41
0.24
1
03/09/19
91.78
24.37
69.45
184
81.88
0.29
1
03/10/19
97.74
24.03
69.31
183
306.44
0.34
1
03/11/19
92.84
23.80
71.91
187
65.54
0.17
1
03/12/19
92.39
24.24
70.71
186
66.37
0.201
1
03/13/19
92.85
24.04
68.73
186
69.30
0.20
1
03/14/19
91.96
23.79
66.38
187
79.75
0.17
1
03/15/19
90.31
23.13
63.57
185
75.05
0.24
1
03/16/19
89.76
23.13
63.28
186
71.47
0.20
1
03/17/19
89.94
23.32
64.23
185
70.55
0.24
1
03/18/19
90.41
24.47
65.151
183
74.34
0.34
1
03/19/19
90.36
23.56
62.23
185
86.96
0.24
1
03/20/19
90.70
24.00
64.51
185
75.80
0.24
1
03/21/19
89.02
23.16
64.47
184
78.61
0.29
1
03/22/19
88.28
22.45
62.54
181
79.58
0.49
1
03/23/19
03/24/19
87.59
21.74
61.581
182
0.41
03/25/19
89.59
21.93
65.01
183
106.08
0.34
1
03/26/19
91.45
22.81
66.12
184
83.59
0.29
1
03/27/19
90.89
23.51
69.29
184
72.62
0.29
1
03/28/19
89.90
22.21
68.53
183
95.57
0.34
1
03/29/19
91.41
22.55
68.41
187
68.67
0.17
1
03/30/19
90.53
22.38
65.51
186
63.42
0.20
1
03/31/19
90.27
21.73
64.65
186
64.18
0.20
1
AVERAGE
90.73
23.22
66.03
185
86.82
MAXIMUM
97.74
24.47
71.91
187
306.44
MINIMUM
85.35
21.73
60.45
181
63.42
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
03/04/19
89
03/04/19
26
03/13/19
53
03/13/19
25
Monthly Monthly
Maximum 89 Minimum 25.0
* Dryer online 3 hrs. - enough time to collect Compliance samples of Cake, Mix
and Pellets, but not long enough to produce final product Pellets.

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
04101 /19 to 04/30/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
04/01/19
91.10
22.36
66.51
185
61.78
0.24
1
04/02/19
91.23
23.06
68.49
185
72.16
0.24
1
04/03/19
90.71
22.74
67.50
184
80.53
0.29
1
04/04/19
88.72
21.89
64.59
183
86.30
0.34
1
04/05/19
90.96
22.50
66.91
184
82.27
0.29
1
04/06/19
91.39
22.50
67.271
186
76.53
0.201
1
04/07/19
91.18
22.91
68.46
188
75.84
0.14
1
04/08/19
90.23
23.20
68.76
185
76.65
0.24
1
04/09/19
90.96
23.42
68.59
185
89.62
0.24
1
04/10/19
89.61
22.75
66.29
185
88.18
0.24
1
04/11/19
91.04
23.17
67.37
186
67.73
0.20
1
04/12/19
90.32
22.39
65.91
187
71.23
0.171
1
04/13/19
90.46
22.47
66.84
186
62.88
0.20
1
04/14/19
88.63
22.39
63.47
185
68.84
0.24
1
04/15/19
90.63
22.38
65.89
185
64.06
0.24
1
04/16/19
90.21
18.67
64.62
183
54.06
0.34
1
04/17/19
04/18/19 %
21.94
04/19/19
91.64
21.97
70.95
188
98.74
0.14
1
04/20/19
92.20
21.95
68.93
187
71.04
0.17
1
04/21/19
91.42
22.59
69.06
186
77.55
0.20
1
04/22/19
91.48
22.56
69.34
186
72.37
0.20
1
04/23/19
91.06
22.68
67.84
184
78.97
0.29
1
04/24/19
90.92
21.77
66.36
187
86.94
0.17
1
04/25/19
89.83
19.72
66.97
185
62.99
0.241
1
04/26/19
91.85
21.78
68.83
184
87.75
0.29
1
04/27/19 "
23.13
04/28/19
24.16
04/29/19
91.70
22.40
70.22
187
117.53
0.17
1
04/30/19
89.88
22.37
67.65
185
68.56
0.24
1
AVERAGE
90.74
22.34
67.45
185
76.97
MAXIMUM
92.20
24.16
70.95
188
117.53
MINIMUM
88.63
18.67
63.471
183
54.06
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
04/01/19
36
04/01/19
25
04/08/19
100
04/08/19
30
Monthly Monthly
Maximum 100 Minimum 25.0
* Centrifuges online but Dryer NOT online, i.e., no Cake Mix or Pellet samples for day.

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
05/01/19 to 05/31/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
05/01/19
86.38
22.27
66.37
181
57.56
0.49
1
05/02/19
88.27
21.65
67.49
185
66.57
0.24
1
05/03/19
88.36
21.78
68.49
185
61.23
0.24
1
05/04/19
89.93
22.25
69.98
187
69.53
0.17
1
05/05/19
89.96
20.96
69.34
187
63.88
0.17
1
05/06/19
90.56
21.50
69.771
185
73.83
0.241
1
05/07/19
91.04
22.14
69.53
180
65.49
0.58
1
05/08/19
91.29
21.39
71.43
185
71.87
0.24
1
05/09/19
89.00
21.41
65.84
186
75.33
0.20
1
05/10/19
86.92
21.43
65.61
183
56.39
0.34
1
05/11/19
89.32
21.69
65.64
184
72.53
0.29
1
05/12/19
89.58
22.07
64.951
185
78.19
0.241
1
05/13/19
88.78
21.87
64.04
185
71.89
0.24
1
05/14/19
88.43
21.20
61.40
183
76.07
0.34
1
05/15/19
89.49
21.58
64.96
184
73.77
0.29
1
05/16/19
89.08
21.45
63.80
182
73.12
0.41
1
05/17/19
88.50
21.73
62.90
183
76.94
0.34
1
05/18/19
87.89
21.76
65.001
180
75.86
0.581
1
05/19/19
90.93
21.76
67.50
185
76.34
0.24
1
05/20/19
05/21/19
89.68
21.97
63.86
184
97.61
0.29
1
05/22/19
90.41
21.79
66.40
185
82.97
0.24
1
05/23/19
90.02
20.97
65.79
186
77.15
0.20
1
05/24/19
90.15
21.59
65.891
184
65.56
0.291
1
05/25/19
90.15
21.30
65.82
183
70.03
0.34
1
05/26/19
90.98
21.49
66.48
185
78.38
0.24
1
05/27/19
90.83
21.76
66.55
186
72.81
0.20
1
05/28/19
89.93
21.64
65.58
184
69.86
0.29
1
05/29/19
05/30/19
05/31/19
91.461
21.30
67.45
1841
84.72
0.29
1
AVERAGE
89.55
21.63
66.35
184
72.70
MAXIMUM
91.46
22.27
71.43
187
97.61
MINIMUM
86.38
20.96
61.40
180
56.39
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE I
V1053
05/06/19
45
05/06/19
25
05/13/19
73
05/13/19
26
Monthly Monthly
Maximum 73 Minimum 25.0

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
06/01/19 to 06/30/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>!75%
V732
V968
V970
V1010
Alt I Time
V1013
0 = No
V1014
V877
06/01/19
90.73
21.34
70.03
180
72.22
0.58
1
06/02/19
92.06
21.43
68.37
186
78.70
0.20
1
06/03/19
84.45
22.08
66.64
184
68.60
0.29
1
06/04/19
06/05/19
90.40
20.64
65.16
184
106.45
0.29
1
06/06/19
91.44
19.98
61.531
182
95.66
0.41
1
06/07/19
91.96
21.83
69.55
185
67.54
0.241
1
06/08/19
91.56
21.62
67.89
185
78.44
0.24
1
06/09/19
92.07
21.54
66.83
186
79.36
0.20
1
06/10/19
91.56
22.28
68.30
184
69.46
0.29
1
06/11/19
91.53
22.15
67.41
185
77.49
0.24
1
06/12/19
90.34
22.08
65.021
183
90.39
0.34
1
06/13/19
90.73
21.74
64.55
183
61.18
0.341
1
06/14/19
06/15/19
93.58
21.88
69.99
186
0.20
06/16/19
92.10
22.00
68.99
186
79.61
0.20
1
06/17/19
91.31
21.61
66.43
181
94.55
0.49
1
06/18/19
91.90
21.87
67.231
185
76.67
0.24
1
06/19/19
91.45
22.28
66.62
184
75.27
0.29
1
06/20/19
91.22
22.01
66.44
184
77.75
0.29
1
06/21/19
90.30
23.09
65.62
182
87.77
0.41
1
06/22/19
90.71
21.67
64.69
183
84.03
0.34
1
06/23/19
92.09
22.07
67.67
186
70.43
0.20
1
06/24/19
06/25/19
89.57
21.12
63.97
187
151.27
0.171
1
06/26/19
90.97
22.06
66.47
185
81.34
0.24
1
06/27/19
91.10
21.98
66.78
185
74.97
0.24
1
06/28/19
92.48
22.30
68.93
185
94.17
0.24
1
06/29/19
91.99
23.22
67.63
183
117.42
0.34
1
06/30/19
91.73
24.11
68.45
184
98.70
0.29
1
AVERAGE
91.16
21.93
66.93
184
84.98
MAXIMUM
93.58
24.11
70.031
187
151.27
MINIMUM
84.45
19.98
61.531
180
61.18
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
06/03/19
25
06/03/19
25
06/10/19
114
06/10/19
25
Monthly Monthly
Maximum 114 Minimum 25.0
*Dryer online 1.2 hrs. - enough time to collect Compliance samples of Cake, Mix
and Pellets, but not long enough to produce final product Pellets.

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
07/01/19 to 07/31/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
07/01/19
91.22
22.45
66.96
185
94.56
0.24
1
07/02/19
90.88
22.08
66.33
185
96.43
0.24
1
07/03/19
91.06
22.33
66.59
185
93.32
0.24
1
07/04/19
91.69
21.68
68.74
186
66.57
0.20
1
07/05/19
86.25
21.91
62.15
182
125.07
0.41
1
07/06/19
86.75
21.74
62.731
184
137.91
0.291
1
07/07/19
88.46
22.05
64.31
184
163.01
0.29
1
07/08/19
88.88
22.00
62.54
185
173.83
0.24
1
07/09/19
88.48
22.20
65.32
187
145.13
0.17
1
07/10/19
88.76
22.86
64.66
185
163.13
0.24
1
07/11/19
89.31
22.00
64.42
182
159.21
0.41
1
07/12/19
91.56
22.64
67.22
183
129.21
0.34
1
07/13/19
91.37
22.05
67.15
185
94.43
0.24
1
07/14/19
90.67
21.66
62.34
185
107.23
0.24
1
07/15/19
90.90
20.49
64.50
185
96.54
0.24
1
07/16/19
91.24
21.37
67.10
184
92.06
0.29
1
07/17/19
90.41
21.34
66.321
183
120.09
0.341
1
07/18/19
91.36
21.28
65.00
186
88.05
0.20
1
07/19/19
90.36
22.05
59.93
185
101.57
0.24
1
07/20/19
90.00
22.16
61.56
184
91.11
0.29
1
07/21/19
87.35
22.26
57.14
184
115.79
0.29
1
07/22/19
07/23/19
92.17
22.61
64.131
186
105.49
0.201
1
07/24/19
91.40
22.82
62.04
184
96.53
0.29
1
07/25/19
89.73
22.60
60.98
183
91.02
0.34
1
07/26/19
07/27/19
91.16
21.31
64.60
185
102.44
0.24
1
07/28/19
92.37
21.91
65.92
185
78.86
0.24
1
07/29/19
90.65
21.54
63.74
183
159.97
0.341
1
07/30/19
89.93
21.90
64.39
182
94.03
0.41
1
07/31/19
90.98
22.35
64.45
183
130.15
0.341
1
AVERAGE
90.18
21.99
64.221
184
114.23
MAXIMUM
92.37
22.86
68.74
187
173.83
MINIMUM
86.25
20.49
57.141
182
66.57
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
07/01/19
25
07/01/19
25
07/08/19
89
07/08/19
26
Monthly Monthly
Maximum 89 MinimumF 25.0

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. W00029804
08/01/19 to 08/31/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>!75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
08/01/19
90.64
21.35
62.74
186
87.27
0.20
1
08/02/19
89.65
20.97
60.27
184
86.74
0.29
1
08/03/19
89.61
20.88
59.32
184
84.16
0.29
1
08/04/19
89.76
20.64
60.41
183
87.10
0.34
1
08/05/19
90.40
19.82
59.42
181
101.34
0.49
1
08/06/19
08/07/19
90.22
21.52
64.06
184
80.92
0.29
1
08/08/19
89.66
21.60
63.541
180
82.96
0.58
1
08/09/19
88.39
22.62
64.50
181
60.30
0.49
1
08/10/19
88.87
21.45
63.10
183
98.86
0.34
1
08/11/19
91.07
21.98
66.91
185
71.91
0.24
1
08/12/19
89.89
21.35
67.16
180
94.11
0.58
1
08/13/19
87.71
21.11
63.79
180
92.45
0.58
1
08/14/19
89.45
22.36
67.791
179
100.74
0.70
1
08/15/19
89.20
21.56
66.58
182
123.96
0.41
1
08/16/19
87.86
22.31
63.39
183
152.75
0.34
1
08/17/19
88.10
21.96
64.94
181
139.22
0.49
1
08/18/19
90.28
21.39
67.78
183
110.37
0.34
1
08/19/19
89.77
21.31
66.96
183
122.79
0.34
1
08/20/19
88.75
21.83
65.441
184
130.41
0.29
1
08/21/19
90.88
21.04
66.27
185
79.54
0.241
1
08/22/19
90.53
19.94
65.90
184
73.26
0.29
1
08/23/19
91.05
20.65
66.69
183
75.89
0.34
1
08/24/19
08/25/19
92.64
21.80
56.53
186
125.73
0.20
1
08/26/19
91.56
21.36
67.641
182
83.26
0.41
1
08/27/19
91.31
21.56
66.32
185
85.10
0.24
1
08/28/19
90.40
22.01
63.24
183
97.84
0.34
1
08/29/19
90.18
21.13
64.77
183
85.19
0.34
1
08/30/19
91.251
21.55
65.93
184
54.32
0.29
1
08/31 /19
AVERAGE
89.97
21.39
64.34
183
95.30
MAXIMUM
92.64
22.62
67.79
186
152.75
MINIMUM
87.71
19.82
56.53
179
54.32
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE I
V1053
08/05/19
25
08/05/19
14
08/12/19
26
08/12/19
26
Monthly Monthly
Maximum 26 Minimum 14.0

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
09/01/19 to 09/30/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
'Met
1 = Yes
Daily Must Be%
>_75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
09/01/19
89.63
20.78
63.42
184
101.86
0.29
1
09/02/19
89.58
21.03
62.63
183
84.79
0.34
1
09/03/19
90.33
21.32
62.60
183
92.25
0.34
1
09/04/19
90.20
21.67
63.07
183
90.55
0.34
1
09/05/19
89.02
19.58
61.92
183
78.62
0.34
1
09/06/19
91.03
20.38
67.441
184
78.11
0.291
1
09/07/19
92.71
20.88
66.72
184
83.33
0.29
1
09/08/19
91.92
19.50
68.92
180
97.48
0.58
1
09/09/19
92.37
21.70
65.93
181
89.35
0.49
1
09/10/19
86.48
22.63
66.99
180
92.37
0.58
1
09/11/19
09/12/19
90.04
21.49
65.66
187
91.06
0.171
1
09/13/19
90.15
21.72
64.23
182
101.11
0.41
1
09/14/19
90.65
21.35
63.92
184
77.50
0.29
1
09/15/19
89.20
22.01
62.30
184
73.06
0.29
1
09/16/19
09/17/19
90.56
21.09
62.621
185
89.40
0.24
1
09/18/19
89.88
20.80
62.70
182
82.05
0.41
1
09/19/19
90.10
20.92
63.62
182
77.27
0.41
1
09/20/19
91.50
22.01
63.07
182
81.89
0.41
1
09/21 /19
09/22/19
09/23/19
92.43
20.76
66.74
182
88.18
0.41
1
09/24/19
91.64
21.34
64.15
180
88.14
0.58
1
09/25/19
91.68
22.06
64.54
183
93.97
0.34
1
09/26/19
91.59
20.98
60.81
182
95.35
0.41
1
09/27/19
91.89
21.10
62.16
183
84.75
0.34
1
09/28/19
09/29/19
88.54
20.52
63.01
184
69.95
0.29
1
09/30/19
89.58
20.74
64.32
186
59.051
0.20
1
AVERAGE
90.51
21.13
64.141
183
85.66
MAXIMUM
92.71
22.63
68.92
187
101.86
MINIMUM
86.48
19.50
60.81
180
59.05
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
09/03/19
26
09/03/19
25
09/09/19
25
09/09/19
25
Monthly Monthly
Maximum 26 Minimum 25.0

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
10/01/19 to 10/31 /19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>75%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
10/01 /19
10/02/19
87.49
20.23
60.63
183
74.93
0.34
1
10/03/19
89.09
20.46
63.88
187
75.98
0.17
1
10/04/19
89.44
21.33
63.78
182
81.05
0.41
1
10/05/19
90.12
20.37
66.30
181
114.93
0.49
1
10/06/19
90.58
20.58
68.60
182
103.22
0.41
1
10/07/19
92.60
21.75
70.56
181
77.57
0.49
1
10/08/19
90.56
21.14
58.26
182
98.86
0.41
1
10/09/19
90.81
20.63
61.69
182
0.41
10/10/19
89.64
20.33
64.89
181
80.91
0.491
1
10/11/19
88.71
21.03
61.18
180
77.22
0.58
1
10/12/19
90.01
21.26
62.07
187
78.21
0.17
1
10/13/19
89.15
21.17
59.10
184
87.02
0.29
1
10/14/19
88.93
21.56
61.23
182
78.04
0.41
1
10/15/19
87.29
18.86
56.34
184
72.82
0.29
1
10/16/19
10/17/19
10/18/19
90.06
20.66
65.10
182
82.79
0.41
1
10/19/19
88.91
20.05
66.04
180
123.50
0.58
1
10/20/19
10/21/19
89.72
19.84
65.07
181
68.87
0.49
1
10/22/19
89.18
21.98
65.101
183
75.96
0.341
1
10/23/19
88.11
21.50
62.72
182
79.49
0.41
1
10/24/19'
90.90
20.60
63.80
185
77.36
0.24
1
10/25/19
87.17
20.90
59.53
181
71.67
0.49
1
10/26/19
86.91
20.67
61.01
184
61.14
0.29
1
10/27/19
10/28/19
10/29/19
96.74
19.61
60.93
187
86.52
0.17
1
10/30/19
88.32
20.18
63.07
181
59.15
0.49
1
10131 /19
87.82
19.66
62.29
179
87.75
0.70
1
AVERAGE
89.53
20.65
62.93
183
82.29
MAXIMUM
96.74
21.98
70.56
187
123.50
MINIMUM
86.91
18.86
56.341
179
59.15
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
10/07/19
53
10/07/19
24
10/14/19
90
10/14/19
39
Monthly Monthly
Maximum 90 Minimum 24.0
* Dryer online 2.8 hrs. - enough time to collect Compliance samples of Cake., Mix
and Pellets, but not long enough to produce final product Pellets.

DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
11/01/19 to 11/30/19
DATE
Pellet %TS
%
Cake
%TS
%
V732
Cake Mix
%TS
%
V968
PreseperatorDrum
Temp MIN
Deg F
V970
SRT
Achieved
Mintues
V1010
Drum SRT
Required
MinutesE�N
Alt 1 B Time
V1013
Time Temp
Met
Daily Fecal Coliform, MPN/dry g
Maximum
Must Be
<1000
Minimum
Daily Must B
>_75%
�/877
DATE
V876
DATE
V1053
11/01/19
89.72
20.45
66.39
181
95.42
0.49
1
11/02/19
93.80
20.57
65.21
182
73.65
0.41
1
11/03/19
92.22
20.64
69.29
183
78.91
0.34
1
11/04/19
92.68
20.61
67.59
179
86.72
0.70
1
11/05/19
91.82
20.89
64.77
180
91.28
0.58
1
11/06/19
92.75
21.08
70.79
180
64.26
0.58
1
11/07/19
91.48
20.84
66.81
186
69.44
0.20
1
11/08/19
11/09/19
11/10/19
86.41
21.19
62.22
181
74.39
0.49
1
11/11/19
90.82
21.13
66.11
183
54.50
0.34
1
11/12/19
89.41
21.14
62.93
184
61.91
0.29
1
11 /13/19
86.37
21.27
62.34
176
74.61
1.20
1
11/14/19
88.77
20.52
65.78
184
98.94
0.29
1
11 /15/19
11/l6/ 99
11/17/19
91.99
19.90
67.72
189
71.33
0.12
1
11/18/19
91.94
21.01
69.04
181
68.63
0.49
1
11/19/19
90.41
20.82
65.75
184
70.76
0.29
1
11/20/19
89.86
21.05
63.29
181
78.79
0.49
1
11/21/19
89.54
20.40
62.78
180
69.55
0.58
1
11/22/19
90.06
20.95
64.38
180
67.11
0.58
1
11/23/19
11/24/19
90.93
20.25
66.06
180
87.01
0.58
1
11/25/19
91.76
20.18
66.68
181
79.60
0.49
1
11 /26/19
91.03
20.20
68.41
180
007.27
0.58
1
11/27/19
91.30
20.96
65.08
181
82.95
0.49
1
11/28/19
92.08
21.00
67.87
182
72.02
0.41
1
11 /29119
93.30
19.61
69.26
178
74.29
0.84
1
11/30/19
90.68
21.10
64.32
183
72.53
0.34
1
AVERAGE
90.85
20.71
66.03
182
77.03
MAXIMUM
93.80
21.27
70.79
189
107.27
MINIMUM
86.37
19.61
62.22
176
54.50
11/06/19 52 11/06/19 24
11/18/19 38 11/18/19 25
Monthly Monthly
Maximum 52 Minimum 24.0

DATE
DRYER COMPLIANCE REPORT
Thermal Biosolids Dryer Management Facility
Winston-Salem/Forsyth County Utilities Commission
Permit No. WQ0029804
12/01/19 to 12/31/19
Pellet %TS
Cake
Cake Mix
Preseperator
Drum SRT
Drum SRT
Time Temp
%
%TS
%TS
%
Temp MIN
Deg F
Achieved
Mintues
Required
Minutes
Met
1 = Yes
Daily Must Be%
>15%
V732
V968
V970
V1010
Alt 1 B Time
V1013
0 = No
V1014
V877
12/01/19
87.94
21.72
64.03
182
71.43
0.41
1
12/02/19
94.41
20.92
78.31
182
72.46
0.41
1
12/03/19
90.18
21.14
63.75
182
96.04
0.41
1
12/04/19
92.24
21.29
68.06
180
73.21
0.58
1
12/05/19
90.97
20.77
65.72
182
70.30
0.41
1
12/06/19
88.16
21.23
61.51
179
69.83
0.70
1
12/07/19
89.97
21.54
63.10
182
67.22
0.41
1
12/08/19
90.22
21.35
63.82
180
74.28
0.58
1
12/09/19
91.44
20.66
67.29
174
84.83
1.71
1
12/10/19
12/11/19
92.29
20.69
68.10
180
118.68
0.581
1
12/12/19
92.58
20.72
70.60
181
61.42
0.49
1
12/13/19
92.66
20.83
69.19
179
64.07
0.70
1
12/14/19
12/15/19
94.67
20.68
70.93
182
99.62
0.41
1
12/16/19
90.84
21.02
69.28
179
64.04
0.70
1
12/17/19
90.22
21.29
65.62
179
74.52
0.701
1
12/18/19
89.35
21.19
64.15
174
80.95
1.71
1
12/19/19
89.78
19.99
64.76
176
12180
1.20
1
12/20/19
91.96
20.81
69.05
182
64.24
0.41
1
12/21/19
91.14
21.23
66.59
183
76.28
0.34
1
12/22/19
89.95
21.68
65.09
181
77.58
0.49
1
12/23/19
88.65
21.25
62.19
181
79.06
0.491
1
12/24/19
12/25/19
12/26/19
91.12
21.09
65.54
177
102.49
1.00
1
12/27/19
91.52
21.62
65.65
181
89.62
0.49
1
12/28/19
12/29/19
12/30/19
90.19
21.30
66.60
182
139.84
0.41
1
12/31/19
90.22
20.45
64.96
1761
85.19
1.20
1
AVERAGE
90.91
21.06
66.56
180
83.24
MAXIMUM
94.67
21.72
78.311
183
139.84
MINIMUM
87.94
19.99
61.511
174
61.42
Daily Fecal Coliform, MPN/dry g
Maximum
Minimum
Must Be
<1000
DATE
V876
DATE
V1053
12/04/19
31
12/04/19
25
12/09/19
56
12/09/19
26
Monthly Monthly
Maximum 56 MinimumF 25.0

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section 7. Winston-Salem/Forsyth County Utilities Class A EQ "Soil Solution" Information
Handouts

Manson Meads Complex
rsyth County..}..
4ii-i6"Utilities
City of Winston-Salem
2799 Griffith Road
T 336.727.8000
F 336.659.4320
Winston-Salem, NC 27103
www.cityofws.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 Utilities 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 City/County Utilities 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. Bruce Casey at
336-397-7662 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 1.0 — 1.6 %
Phosphorus 1.0— 2.0 %
Potassium 0.12 - 0.18 %
Receiver's Signature
Date
Revised 1/16/19
City Council: Mayor Allen Joines; Vivian H. Burke, Mayor pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark, West
Ward; John C. Larson, South Ward; Jeff MacJutosh, Northwest Ward; Derwin L. Montgomery, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
W —fib County Commissioners: David R. Plyler, Chairman; Don,Martin, Vice Chair, Fleming El -Amin; Ted Kaplan; Richard V. Linville; Gloria D. Whisenhunt, Everette Witherspoon;
Call 311 or 336-727-8000 County Manager: Darnley Wang, Jr.
CI I ink CI Of City/County Utilities Commission: Randall S. Tuttle, Chairman; Wesley Curtis, Jr. Vice -Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long; Hugh W. Jernigan;
ty tyWS.Or g Allan Younger; Chris Parker; Jim Ruffin; Donald R. Stewart

Manson Meads Complex
rsyth County...
iia"Utilities
City of Winston-Salem T 336.727.8000
2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www.cityofws.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 Utilities 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 City/County Utilities 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. Bruce Casey at
336-397-7662 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 1.0 —1.6 %
Phosphorus 1.0 — 2.0 %
Potassium 0.12 - 0.18 %
Receiver's Name (Please PRINT)
Signature
Tare weight:
Gross weight:
Net weight:
Date
Revised 1/16/19
CRY Cotmeil: Afayor Allen Joiaes; Vnian H. Burke, Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southeast Ward; Robert C. Clark, West
Ward; John C. Larson, South Ward; Jeff Macintosh, Northivest Ward; Denvin L. Montgomery, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David K. Plyler, Chairman; Don Martin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Linville; Gloria D. Whisenhunt. Everette Witherspoon;
Call 311 or 336-727-8000 County Manager: Dudley Watts, Jr.
[e-mail] City/Countytitilities Commission: Randall S.Tuttle, Chairman; Wesley Curtis, Jr. Vice -Chair; Harold E.Day; Tom Griffm;Yvonne H. Hines; Duane Long; Hugh W.Jernigan;
Allan Younger; Chris Parker; Jim Ruffin; Donald R. Stewart

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section 8. Winston-Salem / Forsyth County Utilities Commission Thermal Biosolids Dryer
Management Facility NCDENR Permit

PA�
NCIDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor qPr rPtary
March 11, 2015
Ron.Harorrove -- Utilities Director
Winston-SalenL/Forsyth County Utilities Commission
Post Office Box 2511
Winston-Salem. North Carolina 27102
Dear Mr. Harg-rove:
RECEIVED
) '22U1
UTILITIES DIVISION
Subject: Permit No, WQ0029804
Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids brier 1M.allagement facility
Distribution of Class A 503
Wastewater Treatment Plant Residuals
Forsyth County
In accordance with your permit renewal request received October 23, 2014, we are forwarding
herewith Permit No, WQ0029804 dated .March 11, 2015,.to the Winston-Salcm.Torsyth County Utilities
Commission for the continued operation of the subject residuals management program. Please Mote that
this renewed permit shall become effective on May 1, 2015 (i.e. the day after the expiration date of the
existincy permit), which differs .from the date o�f.'this letter.
This permit shall be effective from May 1, 2015 until April 30. 2020, shall void Permit No.
WQ0029804 issued April 13. 2006, and shall be subject to the conditions and limitations as specified
therein. 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, 2006, North Carolina Administrative Code Title 15A
Subchapter 02T .. Waste not Discharged to Surface Waters was adopted. Accordinbiy, this permit
incorporates the requirements of these rules, therefore, please take the time to review this permit
thoroughly. In accordance with Pei'lnlit Condition I11.12., the information sheet «-hick is provided with
the distributed product must be revised to have setback distances consistent with 15A NCAC 02T
.1 108(b) (1.). The following conditions have been added. modified or deleted From those in the last permit
issuance:
o Condition 1. 1. — Describes the permit.renewal process
Condition 11. 1. - the pro4grain shall be effectively maintained and operated
Condition II.3. only residuals from the sources listed in Attachment A are to be distributed
Condition 11.5. -- residuals are to meet the pathogen reduction requirements
Condition 1I.6. — residuals are to meet one of the vector attraction reduction alternatives
Nan -Discharge Permitting Unit
1617 Mail SenAme Cenw. Raleigh, North Carolira 27699.1 "a17
Phone: 9 i9-807-6484 ; intemel: hitp.!ioorai.nodenr.oraiwv O vg
%•ri Eauai Oncritlnity A'finnative ,char. Emrivyar - 4taae 17 part v. in reryc;c: aa.pal.

IMr. Ron Har�.!rove
(\-larch 11. 2014
Pziae 2 of 3
CoIdition 11.7. --- lists the setback distances that are to be maintained for bulk applications
/ Condition 11.8. --- a-rollt mic application rates are based on Realistic Yield Expectations
i' Condition 11.9....... residuals with a high sodium adsorption ratio require special restrictions
Condition 111.2. an Operation & Maintenance (O&,Vl) plan shall be maintained
r Condition 11I.4. copies of the permit and O&M plan shrill be present during bulk application
r Condition 111.5. -- spill controls shall be used daring bulk residuals transport &- application
Condition 11I.7. a vegetative covet' is to be maintained on bulk application sites
Condition 111.8. lists site conditions that prohibit bulk residual applications
p Condition IIIA - a Utilization Agreement is required between the generator and bulk
distributor
Condition III.10. ..-lists the basic content of the Utilization Agreement
Condition I1I.12. - lists the minimum labeling requirements for bat distribution
r Condition M.13. -- residuals may not be given to anyone who violates a Utilization
Aureement
i Condition IV.2. - describes residual analyses for TCITI parameters
Condition IV.3. - describes residual analyses for inetals and other parameters
r Condition IV.4. — requires sampling in accordance with Attachment A and the O&M flair
Condition IV.G. - records must be kept of all bulk residuals distribution or application events
Condition IV.7. -• an annual report must be submitted each year before March I st
Condition IV.S. describes the appropriate responses to Noncomp]lallce events
r Condition V.I . - the facilities must be adequately inspected and maintained
r Condition V.2. -- the bulls storna
Cle. transport and application facilities IlluSt be inspected
i Condition VI.3. -- the permit is limited to the nature and volume of the described residuals
r Condition VIA - the permittee is not exempted from other environmental red; ulations
Condition VI.7. - the permit may be revoked or modified under certain circumstances
Condition VIX - the facilities may not be expanded'in certain situations
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an actiudicatory hearing upon written request within 30 days folloa•in=u receipt of

Mr. Ron f-largrove
March 11. 2014
this permit. This regUest shall be in talc Ibrrri of a written petition. conforming to Cliapter 130B of the
N —th Carolina General Statutes. and tiled with the Office of :Administrative I-{earings at 6714 Mail
Service Center. Ralei�ah. 'INC 27699-6714. Unless such demands are made. this permit shall be filial and
bindinil.
If Ivou need additional information concerning this matter. please contact David Goodrich at (919)
SU 7- 6352 or by email at darid.gaodrich;cz;ncdGni".eov.
S i ncere[ v.
Zimmerman, Acting DirectoI"
Division of Water Resources, NCDI N17
cc: I'=orsyth County Health Deparrinent (Electronic Copy)
Winston-Salem Regiona[ Office, Water Quality Regional Operations Section (Electronic Copy)
Beth Buffin-ton --• Protection and Enforcement Branch (Electronic Copy)
Digita[ Permit Archive (Electronic Copy)
Central Files

NORTH CAROL.INA
i NVIRONMEN"rAL MANAGEi1IENT COlkIN41SSION
DEPARTINIENT OIL ENVIRONI°PENT AND NATURAL: RESOURCES
RA.L,EIGH
DISTRIBUTION OF CLASS A WASTEWATER "I'IZEA'I'i1°IEN'I' PLAN'r RESIDUALS PER11.11'I'
In accordance with [lie provisions of Article 21 of C hapter 143, General Statutes ol'North Carolina as
amended, and other applicable Laws. Rules, and Regulation;
PERMISSION IS HER.1 13Y GRANTED, TO
Winston-Salem/Forsyth County Utilid
J es Commission
Forsyth County
FORTHE
continued operation of the Thermal I3iosolids Drier Management Facility and Class A Exceptional
Quality (* EQ') distribution program at the Archie I�lledge WWTP residuals management program for the
Winston-Salenv'Forsyth County Utilities Commission and consisting of the distribution of Class A
Wastewater Treatment Plant residuals generated by the approved facilities listed in Attachment A with no
discharge of wastes to strrface seaters, pursuant to the application received October 23. 2014, and in
conformity with other supporting data subsequently filed and approNed by the Department of
Environment and Natural Resources and considered a part oC this permit. The use and disposal of
residuals are regulated under Title 40 Code of Federal Regulations Part 503. This permit does not exempt
the Permittee from complying with the federal regulations.
This permit shall be effective from May 1. 2015 until April 30. 2020, shall void Permit No. WQ0029804
issue([ :April 13. 2006. and shall be subject to the following specified conditions and limitations:
1. SCHEDULES
[ . Leo lifter than Six months prior to the e,Kpiratipn of this periuit, the Permitter shall request renewal of
this permi.t on official Division forms. Capon receipt of the request, tile Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and udder such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updatCd site map to be submitted with the permit renewal
application.
H. PERFORII'IANCE STANDARDS
1. The subject residuals management program shall be effectively maintained and operated at all time
so there is 110 discharge to surface beaters, nor any contravention of groundwater or surface water
standards. In the ebetlt the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and inaintenance, the Permittee shall immediately Cease
distribution of residuals, contact the Winston-Salem regional office supervisor, and take any
immediate corrective actions,
WQ002()804 Ver:uon 2.0 Shell Version 141 U2' Pifer t of 10

2. This permit shall not relieve the Pernlittee of their responsibility for damages to <>rouitdwater oi.
surface \\ atel resulting trOM t11e 01)el'Wi0il of this residuals manage lent prouralll.
3. OnIV resldwils tigenerated by il1C facilities listed in Attachment A are approved for distribUti011 ill
accordance with this pernlit.
4. P0111.1tant concentrations in residuals distributed ar applied to any land application site shall not
exceed the 1« llowing Ceiling Concentrations or I Ionthly Average Concentrations (i.e., dry weight
basis):
i Ceiling C'micentration
Parameter
(nlilligralns per kilvgrmn)
Monthly Average —�
Concentration
(milli, aims per kiloa)-rmti
Arsenic
75
41
C 21dilliunl
SS
39
Copper
Lend
4.300
840
1,500
300
iV1erClil`y
� 57 �
17
\4olvbdenum
75
tl"a
Selenium
_.__.
) 00
�_. 1()0
Zinc
7,500
I 2,800
5. Residuals that are distributed shall meet Class A pathogen reduction requirements in 15A NCAC 02T
.l 106 (a) and (b). Exceptions to this requirement shall be specified in Attachment A.
6. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing
\vastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A)
that are distributed shall meot one of the vector attraction re(luctit 11 alterntltives in l SA NC:,\C 021"
.1 107(a). Exceptions to this requirement shall be specified in Attachment .A,
7. Setbacks liar Class A land applied bulk residuals shall be as follow ,:
tiUQ0()'c;A04 Version 2.0 Shell Version 141027 pa,_e' of 10

i
Setback Description
Private or public water supply
Setback by residmil type
(feet)
Liqnid
] t)0 —
cah:e*
100
Surface waters (streams — intermittem and perennial.
perennial waterbodies, and wetlands)
l�o —
-��
—
Surl2rce tt'ater diversions (ephemeral
waterways, ditches)
f t)
Grouild%vater lowerim, ditches (,where the bottom ot'
the ditch intersects the SI-1WT)
_
- �> 1
__...
Wells with exception to monitoring Wells
100 i
- .... ...... ... _.. _
100
Bedrock outcrops
l
Unless othetivise noted in Attachment A. --cake' residuals ar'e those- that linve greater than 15%
solids by weight and can be stacked without flowing. as well as can be handled, transported and
spread its a solid (e,.t., using, a backhoe. from end loader, slin�,er spreader, broadcast spreader or
other equipment desickned for haadlinfs solid materials) without leaving any significant liquid
fraction behind.
Bulk residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in
exeeedance; 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
foil owinLT me(hods:
a. Division's pre -approved site specific historical data for specific crop or soil types by calculating
the mean of tile best three yields of Llle last five consecutive crop harvests for each field. w
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina
State University Department of Soil Science (httt): /nutria..tts.soil.ncsu.cdu%yields,inde x p).
A copy shall be kept on rile and reprinted every five years in accordance with Condition IVA
c. If the RYE cannot be determined using methods (a) or (b) above, the Pern]iuce may use the RYE
and appropriate nutrient application rates reported in any of the following clocuillents:
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 aaronomist.
Waste Utilization Plan as outlined by Ll]e Senate Bill 1217 Interagmey Group - Guidance
Document: Chapter 1
(htti�://www.ncagr.tzo�-`SWC!tecli%docuiiieiitti'9tli Guidance Doc 1 oar 09.Afl.
iii. Certified Nutrient Maanagement Plan as outlined by the Natural Resources Conservation
Services (NRC'S). '1"Ilese plans must meet the USDA-NRCS 590 Nutrient Nlanagement
Standards(ftt):%/fty-fc.se.ci;ov.usda.Lov/NHC)/practice-standardsistaiidards/590 pdfl
If the RYE and appropriate nutrient application rates cannot be determined. the Permiitee shall
contact the Division to deterrnine necessary action.
\VQ0029804 Version 2.0 Shell Version 141021 Page 3 of 10

9. The Pernlrttee sllall not distribute Class A Plant residuals that have a sodium
adsorption ratio (SAR) of 10 or Ili -her without prior written Division approval. The Permittee may
seek approval by denlonsu•atim, That (Ile entity accQPtincy the residuals is: aware of the effects of a
lii-h SAR content: has asreed�Oil proper residual application rates; and has agreed to operational
considerations to ensure that the 11i,-Yh SAR content will not adversely impact the receiving sites.
Recommendations regarding sodium application rate, soil amendments (e.tl,. gypsum, etc.) or a
mechanism for mailltainin�a site integrity and C011ditiolls C011tlucive to crol.) growth, can be obtained
from the local Cooperative Extension Office, tilt; Department of AfIriCuItUre F111CI Ccrosumer Services.
the Natural Resource Conservation Service, a North Carolina Licensed Soil Scientist, or an
at7T'ollonlist.
10. The compliance boundary for' residual land application sites shall be specified in accordance with
15:1 NCAC 02L .0107(b). "These sites were individually permitted on or after December 30. 1983:
therel ve, the compliance boundary is established at either 250 feet from tile residual land application
area, or 50 feet within the property boundary, whichever is closest to the residual land application
at-ca. Ali exceedance of grounduwater standards at or beyond the compliance boundary is subject to
remediation action according to i M NCAC 02L. .0106(d)(2) a well as enforcement actions ill
accordance with North Carolina General Statute 1=13 ?15.6A thrOu(Ill 13-215.6C. Any approved
relocation of the COMPLIANCE BOUNDARY will bo Noted in Attachment B.
11. In accordance: with 15A NCAC 02L..0108. the review boundary shall be established midway betll•ecn
the compliance boundary and the residual land application area. Any exceedance of groundwater
standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106.
III. OPER:ITION AND MAINTENANCE REQLIRL!'r EN•rS
The residuals management program ,hall be properly maintained and operated at all tinges. The
program shall be effectively Inailltained and operated as a non -discharge system to prevent any
conn•avention of surface water or `groundwater siandards,
2. The Permit'tee shall maintain all approved Operation and Maintenance Plan (0,&M Plan) pursuant to
15A NCAC 02T .l 110. Modifications to the O&M Plan shall be approved by the Division prior to
utilization ol'the new plan, The O&M Plan, at the minimum, shall include:
a) Operational functions;
b) Maintenance schedules;
e) Safety measures;
d) Spill response plan;
e) Inspection plan including the following.intOrrilation:
i. Names and.!or titles of personnel responsible for conducting the inspections;
ii. Frequency and location of inspections, including those: to be conducted by the ORC, and
procedures to assure that the selected location(s) and inspection frequency are representative
of the residuals management program.
iii. Detailed description of inspection procedures including record keeping and actions to be
taken by the inspector in the event drat noncompliance is observed pursuant to the
noncompliance notification requirements under the monitoling and reporting, section of the
permit;
f) Sampling and monitoring plan including the f'ollowing information:
i. Names andfor titles of personnel responsible for conducting the s impling rind nlonitorinsg:
ii. Detailed description of'nugnitoring procCCILI-ei inclLldlilg parameters to be nlonitored:
1t'1�00?<iS0 1 Versinn'_.Ci Slieil Version 1.11027 Pa�°e 4 cif 10

iii. Sampling frequency and procedures to assure that representative samples are being collected.
T luctuatioll in temperature, flow. and other operating conditions can affect the quality of the
residuals `athered during a particular sampling event. The sampling plan shall account for
any foreSeen 11uCUIMion, in residuals quality and indicate the inost llml,tln<a times For
residuals to meet pathl g 11 and vector attraction reduction requirements (C.1-1. facilities that
land apply multiple times per year but have an annual San'lplln`) frequency. itlay need to
sample defying, winter months vdien pathogen reduction is most likely to be ne-atively
affected by Cold tenlperatt.Wes).
Upon the Water Pollution Control System Operators Certification Commission's (W PCSM')
classification of the facility. the Permittee shall designate and employ a certificd operator in
responsible charge (ORC) and one or more certified operators as back-up ORCs i.n accordance with
I5A NCAC 08G .0201. The ORC or their back-up shall visit the facilities in accordance with 15A
NCAC 08G, 0204, or as specified in the most recently approved 0&M plan (i.e.. see Condition
111-2.). and shall comply with all other Conditions of l51� NCAC 08G. 0204. For more information
re-arding classification and designation requirements. please contact the Division of Water
Resources' Technical Assistance R Certification Unit at [phone].
4. When the Permittee land applies bulk residuals, a copy of this permit and a copy of 0&N4 Plan sllall
be maintained at the land application sites during, land application activities.
5. When the Permittee transports or land applies bulk, residuals. the spill control provisions shall be
maintained in all residuals transport and application vehicles.
When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent. wind
erosion and surface runoff from conveyin-_ residuals from the land application sites onto adiacent
properties or into surface waters.
7. When the Permittee land applies bulk residuals, a suitable vegetative cover shall be maintained on
land application Sites onto Which residuals are applied, or application sllall be In accordance w'1th the
crop Illana�?enlent plan outlined by the local Cooperative Extension Office:, the Department of
Agriculture and CCQnSuMCr SCI-ViCCS, the Natural Resource Conservation Service, or an agronomist
and as approt.-ed by the I)ivision.
S. Bulk residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversehr affect a threatened or endangered species listed under
section 4 ol'the Endatl�_ered Species Act or its designated critical habitat;
b. if the application causes prolonged nuisance conditions:
c. If the land falls to assimilate the bulk residuals or the application causes the contravention of
stlrlaCe water or -roundwater standards;
d. If the bins] is flooded, frozen or snow-covered. or Is otherwise to a condition Such that runoff Of
the residuals would aCCur:
e. Within the 100-year flood elevation, unless the bulk residuals are injected or incorporated within
a 24-hour period following a residuals land application event;
f. During a pleasurable precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or ;neater in a 24-hour period,
g. If the slope is greater than 10% for' surface applied liquid residuals, of if the slope is greater than
18% for injected or incorporated bulk liquid residuals:
h. If the soil pl-I is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to
achieve a final soil pl-1 of at -least 6.0, or if an agronomist provides information indicating that the
pI-I of the soil. residuals and lime mixture is suitable for the specified crop. Any approved
variations to the acceptable soil pH (6.0) will be noted in this permit,
W00029804 Version 2.0 Shell Version 14 1027 f'age of 10

i. If rile land does not have an established ve<getative cover unless the residuals are incorporate(! or
injected n ithin a 24-11our periOd following a residuals land application event. Any field that is iil
a USDA no -till prog'rcull shall be exciriptecl froill Ilneeti g this l'C--etallCt cover require niellt;
j. If the vertical separation between the seasonal high water table and the depth of residuals
application is less than one foot,
k. If the vertical sepal-ation of bedrock and the depth of residuals application is less than one foot;
1. Application exceeds agronomic rates.
-1 Utilization Agreement between the. Nermittee and the entity ageeing to accept and di.sti•ibute Class
* blink residuals shall be in place prior to distribution of the bulk residuals. 'The aLreeillent shall
specify the aLrecin'. entity's responsibilities. The hermittee or his clesignee and the person
responsible fir application of the residuals shall Shin the Utilization Agreement. which shall be
considcre;d expired concurrent with the permit expiration elate. and shall be renewed during the permit
renewal process. prior to the effective date of the permit.
10. At a 111i1111nLu1n. the Utilization Agreement shall stipulate tile following:
a. By agreeing to accept the bulk Class A residuals, it is recognized that the application of these
residuals 15 allowed udder Tile conditions of this agreement. Land application of Glass A residuais
is considered the beneficial reuse of a waste under 1 SA ? CAC 02T .1100, and has been decmed
permitted under 15A NCA(' 02T .1 103)(4) provided the conditions of this agreement are met. Any
action resultinC, in clanlages to surface eater or vrotulclwater, caused by failure to follow rile
conditions of -this agreement. is subject to Division enforcement action,
b. "I he person or entity accepting the bulk Class A residuals $hall to the bt:,,t of their knowledc,
meet the followbig application requirements:
i. I..i.st all prohibitions under Condition 111.8 with a statement that bulk residuals shall not be
land applied under these conditions,
ii. Wastewater treatment facility residuals shall not be stockpiled for more than 30 days prior to
land application,
iii. Application of bulk residuals shall not occur within 100 feet of a public or private water
Supply Source;
iv. Application of bulk residuals sllal.l not occur Within 100 feet of any well, with the exception
of Division approved monit.oring'lvells.
v. Application of bulk residuals shall 1101 Occur within 25 feet of surface waters.
c. The generator of the Class A bulk residuals shall provide information on the proper use of the
residuals, including information oil the nutrient quantities within the residuals Gild reco11 me11ded
application rates. A copy of the label or information sheet attached to bags or tither containers, as
specified in the labeling requirements under Condition 1I1.12. is sufficient:
d. The applicator or party accepting bulk residuals from the Perrniffee shall supply all third parties
receiving bulk residuals with documentation specifying that application shall occur consistent
with the Utilization agreement,
e. Instructions, lncludi3lg contact information for key personnel, shall be provided to the applicator
or party receiving bulk residuals in the event that any requirements specified in the utilization
agreement are not met.
f A copy of the information contained in Condition 1II.10.b. (above) shall be maintained at the land
application sites when bulk residuals are being applied.
11. All residuals shall be adequately stored to prevent untreated leachate runoff. The finished proCluc:t
inay be placed on a concrete pact, placed under shelter or physically covered until it is distributed to
the buyer. If an alternate stora<ge site is used, approval must be obtained from the Division.
\VQ002980.1 Version 2.0 Shill Veisim 141027 Page 6 of 10

12. A label shall be .affixed to the bag or other container in which residuals are sole! or `iven away for
hind application. of all irtiornlation sheet shall be provided to the person who receives Class z1
residuals. At a minimum. the label or iilibrillatioll sheet Shah contain the followinL:
a. The narne and address ol'the permit who prepared the residuals:
b. A staternent than residual land application is prohibited except iIl accordance with the instructions
on the label or information sheet:
c. A sttttetnen} identifying that this material shall be prevented from entering any public or private
water supply source (including wells) and ally surface 'water (e.g.. stream, lake, river, wethmd,
etc.):
d. Setback distances consistent with those required under 15A :NCA.0 02T .I I0S(b)(1):
e. A statement that the residuals shall be applied at agronomic rates and recommended fates for Its
intended use.
13. The Pcrmiace shall not distribute bulk residuals to any- person or entity known to be applying
residuals contrary to the condition ofthe tinned Utilization Agreement.
CV. MONITORING AND REPOI2'I'ING REQUIREMENTS
:any Division required monitoritlg (including <zroun.dwater. plant tissue, soil and surface water
analyses) rleCesSai-y to ensure groundwater and surface %eater protection shall be established, and an
acceptable sample reportiri"r schecdule shall be follomved.
2. Residuals shall be analyzed to demonstrate they are rlon-hazardous under the Resource Conservation
and Recovery Act (RCRA). The analyses Jeorrosivity, ignitalulity, reactivity, and toxicity
characteristic leaching procedure ('T'CLP)l shall be performed at the frequency specified in
Attachment A, and the Permittee shall maintain these results for a minimum of five years. Any
exceptions from the requirements in this condition shall be specified in Attachment A.
The TC'LP analysis shall include the following parameters (the rel-Mlaton' level in milliOrams pet- liter
is in parentheses):
Arsenic (5.0) _
I A-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Bari unl(100.0)
1.2-.Dichloroethane(0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1,1-Dichloroethytene (0.7)
Pyridine (5.0)
Cadmium (1.0) _
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetracllloricie (0.5)
T Chlordane (0.03)
Eildrin (0.02)
Hexaclilorobenzene (0.13)
Silver (5.0)
Tetrachloroethylene (0.7) 1
�Y. Chlorobenzene (100.0)
Heptachlor (and its hydroxide)
(().004)
-�
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
LI m-Cresol (200.0)
Lead (5.0)
2.4,6-Trichlorophenol (2.0)
0-Cresol (200.0)
Lindatne (0.4)
2,4,--TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0?)
�- Vinyl chloride (0.2)�
Cresol (200.0)
_. 2.4-D l" 10.0)�1
i m1 ethoxychlor 00.0)
Methyl ethyl ketone (200.0)
NVQ0029,904, Version 2.0 Shell Version 14107 17 PaI e 7 at 10

Once the residual: have been monitored for two vears at the frequency sIxcified in Attachment A. !hc
Permittee may submit a permit modification request to reduce the frequency of this 111011itorin4s
re-qulrement. lit 110 case shall the 111t1111101'111�1 frequency be less than once`' per permit cycle.
An analysis shall be conducted on the Class A residuals product at the frequency specified in
Attachment A., and the Permittee shill maintain the resulti for a minimum of five years. The analysis
shall include the following parameters:
Aluminum
V -Mercury
Potassium
:111 monia-NiIro<_en
Molybdenum
.._._..._....... _._.__.._ -- —
Selelliltlll
Arsenic
Nickel
Sodium
_
C itC11i11U111
;'�1i�
Nitrate -Nitrite 1tiltrt)�rGll
Sodium Adsorption Rlltio
i (SAR bycalculation)
Calclt1111
1 Percent Total Solids
-1 KN
__.._ Copper
pH �
Zinc
Lead
Phosphorus
`—
7
l�1G1Ln( Sllllll
Plant Available Nitrogen
j (by calculation)
d. Residuals shall be monitored tin' compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A, and at the time indicated in the sampling
and monitoring sections of the approved O&M plan. The required data shall be specific to the
stabilization process utilized, and sufficient to demonstrate compliance with the Class A pathog_=,en
recduction requirements in 15A NCAC 02T .1106 (a) and (b), and one vector attract -ion reduction
requirement in 15A NCAC 02T .1107 (a) shall be met. Any exceptions from the requirements in this
condition shall be specified in Attachment A.
5. I...aboratory parameter analyses shall be performed on the residuals as they are distributed, and Sllall
be in accordance with the monitoring requirements in 15A NCAC 02B .0505.
G. The Permittee shall maintain records tracking, al.l. bulk residual distribution or laud application events
performed by the Permittee. At a ml'nimurn, these records shall include the following-
-I. Source of residuals:
b. Date of d ist.ri buti oall and application;
e. Name, and address of recipient of residuals:
d. Volume of residuals distributed to each recipient;
e. Inteildect use of residuals;
f. If land application events performed by the Permittee - Nitrogen Application Rate based on
RYES (if using, data obtained from the North Carolina State university Department of Soil
Science Vdebsite, the printout passe shall be kept on file and reprinted every five years).
7. Three copies of an annual report shall be submitted on or before March 1''. 'Tile annual report shall
meet the requirements described in the Instructions for Residuals Apt)licalion Annual Reporting
Forms. Instructions for reporting and annual report forms are available at
lift}Y.'`1)OS'1i11.11CC1('17I'.orS711�'tl? 1�'C1:dpSrlitU .rej]orti.n� or can be obtained by contacting file l..and
Application UIlit directly. The annual report shall be SUbilll.lted to the Ioll(. wing, address:
NVQ0029804 Version?.0 Shell Version 1410-1' Page 8 of 10

Division of Water Resources
Inforn'ation Processing' unit
1617 Mail Service Center
Ralei-h. North Carolina 2 7099-1617
S. Noncompliance Notification
The Permittee shall report by telephone to the Winston-Salem Re4oional Office, telephone number
(30) 776-9,ROO. as soon as possible, but in no case more than 24 h0UrS or on the next workine day
following the occurrence or First knowledge of the occurrence of any of the following -
a. Any occurrence -with the distribution progam resulting in the land application of significant
anIOLIMS Of'wastes that are abnormal in quantity or characteristic.
b. Any 'IailUrC of the diStribUtiOn prograln reSUltillu_ in a release of material to Surface waters.
An}' time sell' -monitoring Indicates the facility has gone Out of compliance with its permit
limitations.
d. Any process unit failure, clue to known or unknown reasons, rendering the facility incapable of
adequate residual treatment,
e. any spill or dischar�ze fi-om a vehicle or pipitlg s},stein dul•iii- residuals transportation.
Any emergency requiring immediate reporting_ (e.g., discharges to surface -waters, imminent failure of
a storage structure, etc.) outside normal business 110UrS shall be; reported to the Division's Emergency
Response personnel at telephone number [phone]. (800) 4-AS-0368. or [phone].1'ersons
reporting such occuiTences by telephone shall also file a written report in letter form within five clays
following first kno-Vlccige of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem dogs not recur.
V. INSPECTIONS
1. The Perinittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject facilities and shall be in accordance with the approved 0&,M Plan.
Prior to each bulk residuals land application event, the Perinittee or his designee shall inspect the
residuals storage, trailsport and application facilities to prevent malfunctions, facility deterioration
and operator errors resulting? in discharges, which may cause the release of -wastes to the
environment, a threat to human health or a public nuisance. The Permittee shall maintain an
inspection log that incllides, at a mirlim,um. the date and tone of inspection, observations made, and
any maintenance. repairs, or corrective actions taken. The Permittee shall maintain this inspection lo<r
to!- a period of five years fron•i the (late of inspection. and this log shall be made available to the
Division upon request.
3. Any duly authorized Division representative may. upon presentation of credentials. enter and inspect
any propet-ty, premises or place oil or related to the land application sites or facilities permitted herein
at any reasonable time for the putpose of detennining compliance with this pennit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit, and nlay
collect groundwater, surface water or leachate samples.
WQ0029S'04 Ven ion 2.0 Shell Ven,iori 141027 Pa<_>e 9 of 10

YL GENERAL CONDI`I'IONS
I . Failure to comply with the conditions and limitations tonuiined herein may SLI ject the Permittee to
all enforcement action by the Division in accordance with North Carolina (aeneral SMWteS 143-
215.6A ro 1 43-215.6C.
2. -rhis permit shall become voidable if the residuals land application events are not carried out in
accordance with the conditions of this permit.
This permit is effective. only with respect to the nature and ":olttnle of residuals described in the
pL't miI. appl (Cation and other supporting documentation.
"I11e issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules. reY3uintlons, of ordinances. which may be imposed by [other jurisdictional 4goveInment agencies
(e•1.. local, state. and federal). Of PartlClllar concern to the Division are applicable river buffer I-Ules
ill 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC C'hipter 4
and under the Division's General Permit NCGO10000, any requirements pertainiffl to wetlands under
15A NCAC 02B .0200 and 02H .0500. and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General StatUteS.
5. In the event the residuals program Changes Ownership or the Permittee changes their mime, a formal
permit modification request shall be submitted to the Division. This request ;hall be made on official
Division Forms. and shall include appropriate documentation front the parties involved and other
supporting documentation as necessary. `I:'he Permittee of record shall remain fully responsible far
maintaining and opemiing the residuals program permitted herein until a permit is issued to the new
OwIler.
6. The Permittee shall retain a set of Division. approved plans and specifications for the life or the
facilities permitted herein.
7. 'Phis permit Is Subject to revocation or Unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
Unless the Division Director grants a variance. expansion of the permitted residuals program
contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC
02T .0120(b).
9. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shrill be cause for the Division to revoke this permit pursuant to 15A
NCAC: 02T .0105(e)(a).
Permit issued this the 11th of March, 2015, effective May 1, 2015
NOR-111 CAROLINA ENVIRONMENTAL MANAGEMENT CO NIMISSION
l
l
SiS. Jay �Irnmerman,Acting Director
isiot of Water Resources
By Authority of the L:nvironmental Management Commission
Permit Number WQ0029804
NVQ0020804 VeNion 2.0 Shell Ver-,ion 141027 l'aoe 10 of 10

AT'TACIUMENT A -Approved Residual Sources
Winston-Salem / Forsyth Counts' Utilities Commission
C'ertifrcafion Date: May 1, 2015
Permit Number: WQ0029804 Version: 2.0
�lottitorin'.
I
Ylanitor(ng
i\'lollitoring
Mineralization
Permit
[3iulo<=real
(\laxinlunl
Frequency for
Frequency for
Frequency rot-
[fate
Ot�ncr
Faeilify NameC:ouut!'
Number
Rcri<luals
Dry Toas
\un-haiarttau
als etals and
Met
Pathogen &
1 i R:ne u:l:
i
t
Per Year
Vector Attracllion
I Aca=hic tt.t-
I
1
l
Characteristics
Nutrients;•;
Reductions'"l
anaru=hic r,_'.
I
\1�I1151U11-tialdlll'Fol•SYIh
:\rchic rllcdge W\-\ 11]
Foroll
?
NC'00.j,834
Yes
_ ?7
r,3__
•]
Annttallt-
See 7-ahlc Below.
see TaIlIC Below
t!-_
I (`(1lIItlV 1 IllhtiUS (otltittlalUtt
-_..__.-_.
1Vinstun-S:tluniPorsyth
IMLlddy C'rccl;
�
Fol-sytll
N('00511342
Ye.
I 3.()42
Annually
scc Table Rch,:a
see Tahic Below
ti?
Caumv Ulilitics (•tantntis.ion
a>
�,..x„„.,,-,,,�,,
Total
12.204
I . maximum t)ry'I'on. per Year is the amount of residual, approved Ibr distribulion front etech permitted fiaeilily-
2. :\nah:�c, to tlunutlsu:dt that re.iduals arc nt,n-hazardous (i.c..'TC"LP, ignituhility, rcat irity. anti corru,ivityi ss stipulated under pel�nit ('otxlitiun t1%.�'
3. Te.ting of metals and nutrients as.tiptdated under permit Condition 1VA
4. Analyses of pathogen and vector atu'action reductions as stipulated under permit Contrition IVA
?. 4loniau•ing li-cquencics arc based uu the actual thv tom applied per ycur using= the tahlc hehnv, unEtss spr(:ified ahtl>°c.
Dry Trots Generated
(short tons per veal')
Monitoring Frequency
Established hi 40 CFR 503 aultl I5A 021' .11 t I)
• 3 I1)
M'car J
31 t) - • 1.050
1; Quarto- 0 [imra per year) T
1,650 - • 16,500
I M Days (6 times per year) - —-1
- I6.A0
1'month ( 12 lithes per yearl
If no land application events occur during it required sampling period (e.g. no land application occur during .Its en ire year when annual monitoring is required), then no
sampling; data is required during the period of inactivity.'I'lie anutitll report shall include an explanation for missing sampling data. Those required to submit the annual
report to EPA may be required to make up the missed samplittri, contact the EPA for additional information and clarification.
Approved Distribution Sources
--
-_
Approved
I
�
i�lunitoriu=
lnuiturim=
Monitoring
Mineralization
Owner
Facility N:uuc
County
Permit
Biological
Maximum
Dr}' Pons
Frequenc%. for
1
FrequencyI for
Frequency ce Coo-
, athoren
Rate
J K:n, a a.
Number
Residuals
Per 1'eaY t
i ton -hazardous
,
\letals and
A;
\ CC[01' :'\[tYtiCllitlt
Acl'd(tj{ (} t,
Characteristics
t
Nuir(ents..
12M1tlCtltinti4'5
:11tile'1'1=hli: n'.
J
(`i471 „tat flat
----
\\ instnn-Salrnrl irsydi County •
Archie I:Iluhc \\ \V"I'h
Pal:<ydl
\\'Q0024S14
Yes
' , ]
I
Annually
Sec iablc :\hoFc
ticc Table :\ht,ec
t Itilities Commission
_._(l4
l
-- — -
iY Total
i
i
12,264
Page I of I

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 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 WWTP)

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, wsfcutilities.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2019 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.
City Council: Mayor Allen Joines; Vivian H. Burke, Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark,
West Ward; John C. Larson, South Ward; Jeff M a c I ntosh, Northwest Ward; Annette Scippio, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plyler, Chair; Don Martin, Vice Chair; Fleming EI-Amin; Ted Kaplan; Richard V. Linville; Tonya McDaniel; Gloria D. Whisenhunt; County
Call 311 or 336-727-8000 Manager: Dudley Watts, Jr.
Winston-Salem/Forsyth County Utility Commission: Randall S. Tuttle, Chair; L. Wesley Curtis, Jr., Vice Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long;
[e-mail] Hugh W. Jernigan; Chris Parker; James Ruffin; Donald R. Stewart; Allan Younger

4�1-id"Lftflifiees
rsyth County
Manson Meads Complex
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
January, 2019
T 336.727.8000
F 336.659A320
www,cityofws.org
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.
/3
Signature of Preparer r Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
Clay ; John C Mayor Atlm Jomaa: Vivian H. l nrke. MayorPro Tempers, D NortheastWard; Denise D.Adnems. NortJames
Ward: Dan Besse. stSouthwestand; CWad: RobertC Clark. West
Ward; John C. Larson, SouthWard; Jeff Mxtntos6. Northwestward; Dersvcn L. Montgomery, Eut Wad; lames Taylor, Jr, Sondreast Ward; City Manager: Lee D. Garrity
County Commissioners: David R. Plykr, Chairman; Don Mutin, Vice Chair: Flowing El Amin; Ted Kaplan; Richard V. Linville; Gloria D. Whisenhunt Everette Witherspoon;
County Manager: Dudley Watts, Jr.
Call 311 or 336-727-8000
CI�,,tICIC C{ 4iwS.0r OWComety L*tfYtfaa Cocoa: Randall S. Tuttle. Chairman; Wesley Conk, If. Vice -Chair, Harold E. Day: Tom Griffm; Yvoane H. Hmes; Duane Long Hugh W. Jernigan;
`!' g Allan Younger, Chris Parker, Jim Ruffm; Donald R Stewart

Manson !Meads Complex
• Forsyth County
City of Winston-Salem 1' 336.727:8000
*in�ston-Salern
County Utilities
2799 Griffith Road 336.659A320
Winston-Salem, NC 27103 wwwr.cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
February, 2019
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.
:zy�//
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
CHv Councll: kUyor.Sllen Jovtes, VnyanH. Burke, Mayor Pro Tempore, Northeast Ward: Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark, West
III III II Ward: John C. Larson, South Surd; Jeff MacIntosh, Northwest Ward; Derwin L. Montgomery, Fast Ward; James Taylor, Jr., Southeast Ward; Cihv Manager: Lee D, Garntn
County Commissioners: David R. Plvier, Chamnan; Dan Martin, Vice Chair, Fleming EI Amm; Ted Kaplan;. Richard V. Linville; Gloria D. Whisenhunt; Everette Witherspoon;
Call 311 or 336-727-8000 Coumy S2anager: Dudley Watts, IT
Cltylitlt �ktijCifWS.orCj CHWcomiNUtiWiesComtmission: Randall S_Tuttle, Chamnan;WeslevCurtis, Jr. Vice-Chair;Harold EDav:Tom Griffin; YyoaneH_Hutea;Duane Lomr:Hugh W,Jemigazx
`Y' Allan Younget: Chris Parker, Jim Ruffin; Donald R_ Stewart

Manson Meads Complex
rsyth County.• •
tty­i6"Utilities
City of Winston-Salem T 336.727.8000
2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www.cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
March, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Couacil: Mayor Allen Joiner; Vivian H. Burke, Mavor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert Clark, Nest
ARULIM, i Ward; John C. Larson, South R'ard; Jeff Macintosh, Northwest Ward; D vin L Montgomery, East Ward; James Taylor, Jr., Southeast Ward; City Manager; Lee D. Garrity
t•
Coaery Commissioners: Dai*id R Plykr, Chairman; Don Martin, Vice Chair; Fleming El -Amin: Ted Kaptan-. Richard V. Linville, Gloria D. Whiaeohuot; Everette Witherspoon;
county 3,lanaaer: Dudley Watts. Jr
Call311 or 336-727-8000
citytink citVofws org CkylCouety Utilities Commlasloe' Randall S. Turtle, Chairman; Wesley Curtis, Jr. Vice -Chair.. Harold E. Day; Tom Griffm; Yvonne H. Hines; Duane Long; Hugh W. Jerniga¢
Allan Younger; Chris Parker; Jim Ruffm; Donald R Stewart

4 inston-Salem •Forsyth County
/County Utilifles
INIIManson Meads Complex
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC27103
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
April, 2019
T 336,727.8000
F 336,659.4320
www.cityofws.org
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.
131Z4, ' -5-h'? Ll q
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Cormcit: Rlayor Allen Joines; Vivian H, Burke, Nfayor Pro Tempon, Northeast 4'ard; Denise D. Adams, Worth Ward; DanBesse, Southwest Ward; RobertC. Clark, west
� r Ward; John C. Larson, South ward; Jeff Macintosh, Northwest Ward, Derwin L. 3lontgomery. East Ward; James Taylor, Jr., Southeast Ward; Cuv iUnaeer: Lee D. Garrity
1�
Cottnty Cownisatonets: Dacrid R. Ptyler. Chairman; Don Martin. Vice Chair; Fleming Et -Amin; Ted Kaplan; Richard V. Linitle; Gloria II. R7hisenhuat; Esorette Witherspoon;
Call 31€car 336-727-8000 County Manager Dudley watts, it,
GlCyiinka3C44lWS.iNg CihlComityUtiaa litiesComminki:RdallS.Tuttle. Chairman: Wesley Curtis, Jr. Vice -Chair; Harold EDiv; Tom Griffin; Yvonne H.Hines; Duane Long; Hugh W.Jernigan
:Man Younger; Chris Parker, Jim Ruffin; Donald R. Stewart

` IhAarison Muds Complex
iwii"
rsythCounty City of T'336.727.8000
Udlide5 2799 Griffith Road Winston-Salem F 336.659.4320
Winston-Salem, NC 27103 www.cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
May, 2019
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.
/-JIzzete—I 1/
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
II City Council: %layor Allen Joines; Vivian H. Burke, Mayor Pro Tempom, Northeast Ward: Deame D. Adams, North Ward: Dan Besse, Southwest Ward: Robert C. Chili, Rest
Ward; John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Derwin L. Montgomery, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Garrity
County Cotarmissboers: David R Piyter, Chairman; lion Martin., Vice Chair: Fleming EI-Amin; Ted Kaplan; Richard V. Linville; Gloria D. YVhiseohunt; Everette Witherspoon;
Call 311 or 336-727-8000 County Nlanaerr: Dudley Warts, Jr.
cWink@)&yofws.org CkyJCounty Utilities Cammlasio¢ Randall S. Tuttle. Chairman; Wesley Curtis, Jr. Vice -Chair, Harold E. Day; Tom Griffin; Yvonne H. Hines; Duane Long; Hngh W. Jemigaq
Allan Younger; Chns Parker; Jim Ruffin; Donald R Stewart

4 i
ton-Salem •Forsyth County
Ud'.Yunf.es
Manson Meads Complex
City of Winston-Salem T 336.727.8000
2799 Griffith Road F 336,659.4320
Winston-Salem, NC 27103 www cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
June, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Council: _Mayor Allen Joins; Viv an H. Bunke, AMayor Pro Tempore, Jiortheast Ward; Denise D. Adams, N—rth Ward: Dan Besse, Southwest Ward; RobertC. Clark, West
Ward; John C. _,arson, South Ward; Jeff Nfaciatosh, Northwest Ward; Detain L. ,Lkmgotaery, Fast Ward; James Taylor, It., Southeast Ward; City _Manager; Lee D. Garrity
County Commisatonerr David R_ Ptyler, Chairman; Don Martin. Vice Chair, Fleming FA -Amin; Ted Kaplan; Richard V. Linville; Gloria D. Whisenhum, Everette Witherspoon;
Cd 311 or 339427-8000 County Manager: Dudley Watts, it,
cit ir>rE tty� WS.4fig CkylCountw UtQWes Commisstos Randall S. Tuttle, Chairman; Wesley Curtis, Jr. Vice -Chair; Harold B Day; Tom Griffin; Yvonne H. Hives; Duane Long; Hugh W. Jetu gars
• € Allan Younger; Chris Parker, Jim Ruffin: Donald R. Stewart

inston-Salem •Forsyth County
/County udildes
-
Ma on Meads Complex
City of Winston-Salem T 336.727.8000
2799 Griffith Road 336 659.4320
I
Winston-Salem, NC 271,03 www:Cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
July, 2019
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.
17i6 //Q
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City1 1 War ,JohnCouncil:Mayor Allen h War Vivian H. Surke, Mayor Pro TestipWard; D Northeast Ward; Denise D. Adams, North Ward: Dan Besse, Southst'War ; Ward; alter Le. Clark Garrity
\Nerd; Jahn C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Doman L. Montgomery, East Ward; James Taylor, Jr., Southeast Ward; Cite tanager: Lee D. Garrih•
Comity Commissioners! David R Plyler, Chairman; Don Martin, Vice Chair; Flemirtg Fd-Amin; Ted Kaplan, Richard V. Linville; Gloria D. U'hisenhunt; Everette R ramspow;
Cal 311 or 336-727-8000 County Manager: Dudley Warn, Jr.
d Ind off o CityfiCoanty Utilities Commission: Randall S. Tuttle, Chairman; Wesley Curtis, Ir. Vice -Chair, Harold E. Day; Tom Griffin; Yvonne H Hines; Duane Long; Hugh W. Jemion;
`I°{ g Allan Younger; Chris Parker; Jim Ruffin; Donald R. Stevvast

inston-Salem •Forsyth County
/County Utilities
Manson Meads Complex
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
August, 2019
T 336727.8000
F 336,659.4320
www,cityofws.org
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.
mil. /0��1�9
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
Cityton War ; Council Mayor Allen h Ward;
H. linosh lNorth Pro T Ward;
D, northeast ntgo Devise D. Adams, North Ward: Dan Besse, st Ward; C v -M Robert C. Clark. Sliest
ZLWWard; John C. Lanou, South Ward; Jeff :1Saclnroslt, northwest Ward; Denvm L. Montgomery, East Wazd; James Taylor, Jr., Southeast Ward; Cin� \faaager: Lee D. Gamn'
County Commissioners' David R Plyler, Chairman; Don lvlanin, Vice Chair; Fleming El -Amin; Ted Kaplan; Richard V. Lmt-Ole; Gloria D. Whisenhunt; Everette RStherspoon;
Call 311 or 336-727-8000 County Manager DuIlev Watts, Jr,
[e-mail] CKVC-rmtYUfiJ.Commion:Rmn;W issandallS.Tutde.CharaeskyCurtis, Jr.lice-Chair;HaroldE. Day; TomCrffin;YvoaneH.Hmes;DuamLon¢mi ;HughWJenti
Allan Younger: Chns Parker: Jim Ruffin; Donald R Stewart

4�'_-i6l�n-ty
Forsyth County
Utilities
Manson Meads Complex
City of Winston-Salem T 336,727 8000
2799 Griffith Road F 336.659A320
Winston-Salem, NC 27103 www cityofws org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
September, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Council: \dayor Allen Somas; ;Jeff H. Burke, Norila Pro T Ward;
D, nvta L. Northeast Ward; Denise st Adams, North Ward, Dan Besse, Southwest Ward; Robe. C_ Clark, G West
Ward; John C. Larson, South Ward; Jeff 3ladatash, Northwest Ward; Derwin L. Mont¢omen•; East Ward; James Taylor, Jr.. Southeast Ward; City 'rSanaaer. Lee D. Gamn•
County Commissionerr David R. Plyler, Chairman; Don.Martin, lice Chair, Fleming El -Amin; Ted Kaplan; Richard V. Lincilte; Gloria D. VOnisenhunt Es'erette Witherspoon;
County Manager. Dudley Watts, Jr.
Cali 311 or 336-727-8000
cirylink(a7cityofws.org City/Coanty Vtilhies Commission: Randall S. Tuttle, Chairman; Wesky Curtis, Sr. Vice -Chair Harold E Day: Tom Griffin; Yvonne H Hines: Duane Loa¢; Hueh W lernui
Allan Youn¢er; Chris Parker; Jan Ruffin: Donald R Stewan

Manson Meads Complex
inston-Salem •Forsyth County ' City of Winston-Salem i 336.727.8000
�COtllitjl Utilities 2799 Griffith Road F 336,659,4320
4Winston-Salem, NC 27103 www cityofws,org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
October, 2019
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.
Azz� Ll
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Conceit Mayor Allen tomes; Vi m H. Burke, Mayor Pro Tempore, Northeast Ward: Denise D. Adams, North Ward: Dan Besse, Southwest Ward; Robert C. Clark, Brest
Ward; John C. Larson, South Bard; Jeff Maclntosh, Northwest Ward, Derwin L. Montgomery, East Ward: James Tavlor, Jr., Southeast Ward; Cav Manager Lee D. Gamn�
Cotrnty Commkalonen- David R. Plyler. Chairman; Don Martin. Vice Chair; Fleming El -Amin; Ted Kaplan: Richard V. Lmr ilk; Gloria D. Whisenhunt; Entreat Witherspome
Call 311 or 336-727-8000 County Manager: Dudley Watts, Jr.
cit,,il�—nk �)cE ofws.or CitySComty Vtitltks Conuuhsion: Randall S. Turtle. Chairman; Wesley Curtis, Jr. Vice•Clusn' Harold E. Day; Tom Griffin; Yvonne H. Hmes, Duane Lon¢; Hush W. Jernigan
`r' g Allan Younger; Chns Parker; Jim Ruffin; Donald R. Stewart

insion-Salem Forsyth County
/County Utilities
Manson Meads Complex
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
November, 2019
T 336.727.8000
R 336.659.4320
WWW Cityofws org
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City ConncJi: \flavor Allen Jomes; Vivian H. Burke, Mayor Pro Tempore, Northeast R'ard; Denise m D. Adas, North Ward; DanBesse, Southwest Ward; Robert C. Clark, 1t'est
Ward; John C. Larson, South tVard; Jeff Maclntosh, Northwest Ward, Derwin L. Montgomety, East Ward; James Taylor, Jr., Southeast Ward; Cih• XSanager Lee D. Gamm
Cormty Commixsloners David R. Plvler, Chairman; Don Martin, Vice Chair; Fleming Ell-Amm; Ted Kaplan; Richard V. Linville; Glotia D. Ii'hisenhunt; Everette Witherspoon;
call 311 or 336-727-8000 County Manager: Dudley Watts, Jr_
Cltyilnk@cltyOws org CilyfCotmtytitffWt$ Commisslow Randall S. Tbnte, Chairman; Wesley Curtis, Jr. Vice -Chair, Harold E. Day; Tom Griffin: Yr-ortncH Hines; Duane Long; Hugh W. Jernigan
t F @cityOws.org lr Allan Younger Chns Parker; lint Ruffin Donald R. Stewart

inston-Salem •Forsyth County
/County Utilities
s:Gity,iit �1Uirtstidn=Salem;. , T 336327.8000'
: nstoi%Sa10M Noy Z7103 `. wwrw:cityaiws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Archie Elledge Wastewater Treatment Plant
December, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Comic& Mayor Allen]omes; Vivian H. Burke, A4 —Pro Tempors, Nordmst Ward, Denise D. Adams, North Ward; Dan Besse, Southwest Ward; RohertC. Clark, West
Ward; John C. Larson, South Ward; Jeff MacJntosh, Nardtwest Ward; Derwin L. Montgumery, East Ward; Jaynes Taylor. Jr., Southeast Ward; Cite Nbnager. Lee D. Garrity
CountyCer m nioners: David R. Plykr, Chairman: Don Malin. Vice Chair, Flematg EI-Amin; Ted Kaplan.RichardV. Linville; Gloria D. Whisenhunt Evereitc AStherspoon;
Call 311 or 336-727-8000 County Manager: Dudley Watt. Jr.
CI fitl 4`lMtr�fi r CttYx*mxtyutlftksCommhsloaRandall S.Tonle. Chairman; Wesley Curtis, Jr. Vice -Chair; Harold E.Day;TomGriffm;YtromeH.Hines;Duane Long; Hugh W.Jermean;
`J' 0 Aftaa Younger; Chris Packer, Ji Ruffm; Donald K Stewart

4ii-i"nty
Forsyth County
Utilities
Manson Meads Complex
City of Winston-Salem `r 336.727.8004
2799 Griffith Road F 336 659.4320
Winston-Salem, NC 27103 www.cdyofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
January, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City CotrsH: Mayor .Allen Jones; V itvn H. Burke, Mayor pro Tempom, Northeast Wad; Denise D.Adams, North Ward; Dan Be—, Southwest Ward; Robert C. Clark, West
Ward; John C. Larson, South Ward; Jeff Macintosh, Northeast Ward; Derwin L. Montgomery, East Ward; James Taylor, Jr., Southeast Ward; City Manager. Lee D. Garrity
nt
County Commissioners: Da%id R. Pt ler, Chairman; Don Martin, Vice Chair; Fleming Ei :Amin.; Ted Kaplan; Richard V. Linville; Gloria D. Whisvehunt; Everette Witherspoon;
Call 311 or 336-727-8000 Comhty Manager: Dudley Watt, Jr.
ttylltlkCz cut yohN$.ofg CilyfiCounty LAMIn Com alsdon: Randall S. Tuttle, Cha6man; Wesley Curtis, Jr. Vice -Chair, Harold E Day; Tom Griffin; Yvonne H. Hiner Duane Long; Hint W. Jernigan;
Allan Younger; Chris Parker, Jmt Ruffm; Donald R. Stewart

Manson Meads Complex
inston-Salem •Forsyth County City of Winston-Salem T 336.727.8000
County Utilities 2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www,cfyofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
February, 2019
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.
&&� 0I_ -3
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
Cky CeuwA: Mayor Allen Jomes; Vivim H. Berke, Mayor Pro Tempove, Nordteast Ward; Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark, west
Ward: John C. Larson, Son* Ward; Jeff Machmish, Noilhwest Ward; Darwin L. Montgomery, East Ward; James Tay)", Jr., Southeast Ward; City Manager Lee D. Garrity
Conmty Cost daWmen' David R Plvkr, Chamnan; one Martin. Vice Chair, flaming El nm ; Ted Kaplan; Richard V. Linville; Glum D. Wha nhunt; Everette Rrttherapoom;
County Manager. Dudley Watm. Jr.
Call or 336-727-$OOp
CIh� Ink C Qf1N$.Og CRyJCeoady UtRWn Commisdon: Randall S. Tutde, Chaumm: Wesky Curtis, Ir. Vios-Chair; Harold E. Day; Tom Gruen; YN onne H. Hines: Doane Long; Hugh W. Jernigan;
'7' g Allen Younger, Chris Parker; Jim Rutfm; Donald R. Stewart

iwd"
rsyth County
udiNk5
Manson Meads Complex
City of Winston-Salem T 336.727.8000
2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www,cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
March, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
II� III I Cdy Cormcil k1ayor Allen Jomes; , ivi" H. Burke, ?Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward: Dan Besse, Southwest Ward: Robert C_ Clack, West
Ward; John C. Larson, South Ward; Jeff MacIntosh, Northwest Ward; Detwin L, :Montgomery, East Ward; James Taylor, Jr., Southeast Ward; City Manager: Lee D. Gantry
County Consmissioners- Dmd R. Ply er, Chairman; Don Martm, Vice Chair Flemmg El -Amin; Ted Kaplan; Richard V. Linville; Gloria D. 17tisenhunr, £serene Witherspoon:
Coumy Manager: Dudley WaM, Jr.
Gall 311 or 336-727-8000
[e-mail] City/County Utilities Commission: Randall S. Tuttle, Chairman; Wesley Curtis, If, Vice -Chair; Harold E. Da}; Tom Griffin; Ytvaae H. Hines; Duane Lone; Hugh W Jernigan,
Allay Younger Chris Parker; Jim Ruffin; Donald R. Stewart

Manson Meads Complex
insto//n''-,,Salem Forsy�t}h�jCo�u}njtyep�� City of Winston-Salem T 336.727,8000
IW1u YYI,YW 2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www.cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
April, 2019
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.
A
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
CityWar ;CouncIJohn C.
Mayor Allen h Ward;
H. Burke, Mayor Pro TernpWard; D Northeast Ward: Denise D. Adams. North Ward: Dan Besse, Southwest Ward; Robert a Clark. West
Ward; John C. Larson, South Watd; Jeff Macintosh, Northwest Ward; Delwin L. Aloatgomery, Ear[ Ward; lames Ta}•lor, Jr., Southwet ti'azd; Cm• NSaaagv: Lee D. Garrin•
County Commissfooers: David R. Plyler, Chairman; Don Js4artin, Vice Chair; Fleming EI-Amin, Ted Kaplan; Rechard V. Linville; Gloria D. Whiseohunt Everette Witherspoon;
Cal 311 or 336-727-8000 County Manager: Dudley Waits. Jr.
Clryllnk(n)CllyofuvS.olg OwCountyUtfitiesCommbslon:Randall S.Tuttle, Chairman; Wesley Curtis, Jr. Vice -Chair, Harold EDay; Tom Gnffm;YrtmneHHines; Duane Lone; Hugh W.Jernigan
Allan Younger; Chris Parker; Jun Ruffin: Donald R Stewart

Manson Meads Complex
46­ia"
rsy{tn�co�jn�ty City of Winston-Salem T 336.727.8000
Y 11des 2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www.cityofws org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
May, 2019
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.
-6&" M 6 7 I
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Cti—il iiavor Allen Jomer; V isian H. Burke, Mayor Pro Tempore, Northeast Ward; Denise D. Adams, North Ward: Dan Besse. Southwest Ward; Robert C. Clark. West
Ward; John C. Larson, South Ward; Jeff ilfachrtosh, Northwest Ward; Derwin L. Montgomery, East Wards James Taylor, Jr., Southeast Ward; City Manager Lee D. Garrity
Cotttrty Commissioners D and K Plyler, Chairman; Don Martin, Vice Chair, Fleming El .Amin; Ted Kaplan; Richard V. Linville: Gloria D. W'hisenhunt Everette Witherspow;
Coumv Manager: Dudley Watts, Jr.
Call 311 or 336-727-8000
[e-mail] CItVCotmty BtJlkies Cottt®6sbe RandallS. Tunte, Chairman; Wesley Curtis, Jr. Vice -Chair; Harold E. Day; Tom Grdfin; Yvonne H. Hmes; Duane Long; Hugh W. Jernigan,
Allan Younger; Chris Parker, J® Ruffm; Donald K Stewart

46-Wildes
ton-Salem •Forsyth County
/C0111tiy
Manson Meads Complex
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
June, 2019
T 336,727,8000
F 336.659,4320
WWW' Cityofws. org
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
,l City Counril Mayor Allen Jowe ,, N ivian H. Burke, Mavor Pro Tempom, Northeast Ward; Denise D. Adams, North Ward: Dan Besse, Southwest Ward; Robert C. Clark, West
Ward: John C. Larson, South Ward; Jeff Macintosh, Northwest Ward; Dentin L. Montgomery, East Ward; James Taylor, Jr., Southeast Ward; CM, Manager: Lee D. Garrity
County Commissioners David R. Myles, Chairman; Don Martin, Vice Chair, flaming E{-Amm: Ted Kaplan; Richard V. Linville; Gloria D. Whiseohunt; Everete Witherspoon;
Csii 311 or 336-727-$000 County Manager: Dudley Watts, Jr.
Cltyllnkf city ol`ws.of �/Cody UtBities CoaWssion: Randall S. Tuttle, Chairman: Wesley Curtis, Jr Vi Cha ,, Harold E Day: Tom Griffin; Yvonne H. Hines; Duane Long; Hugh W Jernigan,
g Allan Younget; Chns Parker, Jun Ruffm: Donald R. Stewart

Manson Meads Complex
inston-Salem •Forsyth County City of Winston-Salem T 336.727.8000
County U611fleS 2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www.cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
July, 2019
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.
/�� 9/t/,//9
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
City Couertl: Mayor Allen Joiner, Vivian H. Burke, Mayor Pro Tempore, Northeast Ward. Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark. West
IIII Ward, Jahn C. Larson, South Ward; Jeff Maclntosh, Northwest Ward; Denim L. Montgomery, East Ward; James Taylor, Jr.. Southeast Ward; City Manager. Lee D. Garrity
County Commissioners Daiid R. Plyler, Chairman; Don Martin. Vice Chair, Fleming EkAmm; Ted Kaplan-, Richard V. Linville; Gloria D. Whisenhunr, Everette Rrihersp000;
Call 31 t or 336-727-8000 County Manager: Dudley Watts, Jr.
[e-mail] as CCy/tComHy UtUkies Commission RandaIlS. Tuttle, Cha tman; Wesley Curtis, Jr, Vice -Chair, Harold E Day; Tom Griffin; Yvonne H. Hmes; D ;tneLong; Hit W. Jemigaq
Allan Younger; ChParker; Jim RuffinR ; Donald Stewart

Manson Meads complex
j6'--i6�nt-y
Forsyth County
Ut} iyoinston-Salem T 336.727.8000
ilities 2799 Griffith Road IF 336.659.4320
Winston-Salem, NC 27103 www.cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
August, 2019
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.
/J/LCw /D
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
�� � War ,JohnCouncil: Lar ro Allen Joiner; elan H. Burke, Mayor Pro T Ward;
D. !Souheast Ward: Denise D. Adams, rnes a`ard: Dan -Southeast
Ward; Cir azI Robert a Clark, lveo
rit,-
Ward; John C. Larson, South Ward; Jeff Macintosh,Northwest Ward; Derwin L. \•lontgomery, East Ward; James Taylor, Jr., Southeast Ward; Cm• Aianager Lee D. Garrin�
Co=tY Commissioners Da id R. Plyler. Chairman; Don Martin, Vice Chan; Fleming El ..Arms; Ted Kaplan; Richard V. Lmv lle; Gloria D. Who hunt; Ex-emm Witherspoon;
County .Manager: Dudley Watn. Jr.
Call 31 t or 33fi-T27-80�€t
dtytinkC cityofws.org City/Conoty UtWdtl . Corn rls jo r- Randall S. Turtle, Chairman; Wesley Curtis, Jr. Vice -pair, Harold E Day: Tom Griffis; Wome H Hines: Duane Lon¢; Hugh W lemiean;
Allan Younger, Chm Parker, Jim Ruffin; Donald R Stewart

Manson Meads Complex
Forsyth County},..•}.•
j6'--i66tyUti��es
City of Winston-Salem T 336.727.8000
2799 Griffith Road F 336.659.4320
Winston-Salem, NC 27103 www.cityofivs.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
September, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
i. City Council: M{avor Allen Tomes, Vinan H. Burke, .\savor Pro Tempore, Northeast Ward, Denise D. Adams, North Ward; Dan Besse, Southwest Ward; Robert C. Clark, West
Ward; John C. Larson, South Ward; Jeff saclntosh, Northwest Ward; Densrn L. Monigomerv, East Ward; James Tavlor, Jr., Southeast Ward; CM, \sanager Lee D. Garnn,
County Comnrkssione" David R. Plyler, Chairman; Don \satin, Vice Chair; Fleming El -Arum; Ted Kaplan; Richard V. Linville; Gloria D. Whisenhunt; Ex ereve W therspoon�
Call 311 or 336-727-8000 County 4fanager. Dudltq Watts. Jr
CkII/County Justifies Commission: Randall S. Turtle. Chairman; Wesley- Curtis, Jr. Vice -Chair; Harold E. Day; Tom Griffin; Yvonne H. Hines: Duane Lon¢; Hugh W. Jerni�
CIt t11{((c?, cityofws.org Allan Younger, Chris Parker; Jim Ruffin: Donald R Stewart

Manson Meads Complex
inston-Salem •Forsyth County
/County Utilities
City of Winston-Salem
2799 Griffith Road
T 336.727.8000
F 336,659.4320
Winston-Salem, NC 27103
www.cityofws org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
October, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
ChyWar ; John � Li o , lien Joiner: Vivian H. Burke, Mayor Pro TeirpWard; D Northeast Ward: Denise t Adams. NortJames
\Yazd: Dan Besse. st Ward:
Ward: Robert a Clark. West
Ward; John C. Larsor, SouthWard; Jeff Maclatosh, Northwest Ward; Deniot L. \7ontgomery, East Ward; James Taylor, Jr., Southeast 1Vazd; Cin• ltanaga: Lee D. Garrity
Connty Commisstoners David R. Plyler, Chairman: Don Martin. Vice Chair; Fleming ES -Amin: Ted Kaplan; Richard V. Irnvitle. Gloria D. Whisenhunt; Everetle Witherspoon;
Call 311 or 336-727-8000 County !Manager. Dudlev Watts. Jr.
CI iltl�f(2C11 Ofws.or City/County LTtithim Commission: Randall S. Tuttle, Chairman: Wesley Cro Curtis. Jr.Jr.Vice-Chair, Hld K Day: Tom Grffm; Yvonne H. Hines; Duane Long; Hush W. Jdni_pti;
Y 0 Allan Younger. Chris Parker; in Ruffin-. Donald R- Stewart

inston-Salem •Forsyth County
/County Utilities
Manson Meads Complex
City of Winston-Salem
2799 Griffith Road
Winston-Salem, NC 27103
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # W00029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
November, 2019
T 336.727.8000
F 336.659.4320
www.cityofws, org
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.
j1,,1,g
Signature of Preparer Date
Bruce M. Casey
Utility Plant Supervisor, Biosolids
I Cllp Council: Nlayor AU= Joiner; Vivian H. Burke, Navor Pro Tempore. Northeast Ward; Denise D. Adams, North Ward; Dan Besse. Southwest Ward; Robert C. Ctark. West
Ward; John C. Lamou, South Ward; Jeff ?tdaclntosh, Notttturst Ward; Derain L. Montgomery. East Ward; James Taylor, Sr., Southeast Ward; Cim Manager L.ee D. Gamn,
Cmmtp Comuds3iOut"' David R Ptyler, Chairman; Don Martin, Vice Chair, Fleming El _Amm; Ted Kaplan Richard V. Linville; Gtona D Whisenhuat; Et ererte Withersp000:
Cell 311 or 336-727-8000 county Managm Dudley Watts, Jr
[e-mail] CltvJCoutrty UtQldes Commission: Randall S. Turtle, Chairman: Wesley Curtis, Jr. Vice -Chair, Harold E Day; Tom Griffm; Yvonne H Hmes; Duatte Long Hugh W lemigan
[e-mail] Younger, Chris Parker, Jim Ruffin; Donald R Stewart

Forsyth County Manson Meads Complex
lem
46'-
i6ln-ty
.• City of Winston-Salem T 336.727.8000
Ufiliies 2799 Griffith Road r 336.659.4320
Winston-Salem, NC 27103 www,cityofws.org
Winston-Salem / Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WO0029804
2019 Class B Biosolids Certification Statement
For the Muddy Creek Wastewater Treatment Plant
December, 2019
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
Bruce M. Casey
Utility Plant Supervisor, Biosolids
Ward:
John Larso Allen Joiner; ; Jeff H. Burke, ?Mayor Pro T ad; D. Nortnvinheast Ward; Denise D. Adams. hies Ward: Dan Besse. st Ward;
Ward: Robert a Clark. West
Ward; John C. Larson, South Ward; Jeff Mulntosh, Herthwest Ward; Dern•in L. Montgomery, East Ward; James Taylor, h., Southeast Ward; Cm- Manager Lee D. Gamin•
County Comm sinners- David R. Plykx, Chairman; Don Martin, Vice Chair, Fleming El -Amin; Ted Kaplan- Richard V. Linville; Gloria D Whisevhunt; Everette Witherspoon,
Cali 311 or 336-727-8000
Cotmty Manamr Dudlev Waft,
ds, Jr.
/l^
Cit��IT1l((tc?�lty0flNS.Ofg Cky/CoontvCkfesComadni••:Randall S.Tuttle. Chairman; Wesley Curtis, Jr Vice -Chair; Harold M Day; Tom Griffm;YronneHHines: DramLong; Hugh W.3ernuran.
Allan Younger; Chris Parker, Jim Ruf£m; Donald R. Stewart

Winston-Salem/Forsyth County Utilities Commission
Thermal Biosolids Dryer Management Facility
North Carolina Division of Water Resources Permit # WQ0029804
2019 Class A EQ Biosolids Monitoring Report
Section 10. Class B Pathogen and Vector Attraction Reduction Summaries, Examples &
Operational Data (Archie Elledge WWTP; Muddy Creek WWTP)

Winston-Salem / Forsyth County Utilities Commission Annual Monitoring Data
for Class B Biosolids — 2019
ARCHIE ELLEDGE WWTP
NPDES Permit # NC0037834
Pathogen and Vector Attraction Reduction Summaries,
Examples and Operational Data

Page 1
Archie Elledge WWTP
NPDES Permit # NC0037834
2019 Compliance Summary
Pathogen Reduction PSRP Data for Class B Residuals
Anaerobic Diqester System
Month *
Di ester S stem
SRT(days)**
Monthly Average
Temp. °F
Monthly Average
January
36
98
February
30
98
March
38
98
April
25
97
May
32
98
June
42
97
July
49
98
August
44
98
September
61
97
October
58
97
November
38
98
December
48
98
* Bi-monthly monitoring is required but frequency is actually on a monthly basis.
** SRT = Solids Retention Time; based on % Total Solids

Page 2
ARCHIE ELLEDGE WWTP Pathogen Reduction NPDES Permit # NCO037834
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 2019 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, 2019:
[[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
[7.568 x 8.34 x 0.01841 = 1.1614 = 25.1 or
[0.0184 x 8.34 x (301.7/1000)] 0.0463
as shown on the report, 25 days SRT at an average of 97°F.

EXAMPLE LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834 Page 4
1/1/2019 1/31/2019
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
DlgTransfer
%TS
%
136
Dig Transfer
Flow
TGD
3"
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
°/VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferlb
%TS
lb %TS/d
136
1/1/2019
25
7.5680
1.84
301.7
40,718
33,717
0
17
51
46,298
1/2/2019
48
7.5680
1.78
158.5
37,576
17,052
0
55
51
23,530
1/3/2019
24
7.5680
1.70
315.7
59,793
32,385
0
46
50
44,760
1/4/2019
17
7.5680
1.73
442.9
63,873
46,911
0
27
50
63,902
1/5/2019
21
7.5680
1.78
354.6
58,109
38,446
0
34
50
52,841
1/6/2019
27
7.5680
1.68
284.7
53,773
28,968
0
46
50
39,890
1/7/2019
36
7.5680
1.69
208.9
52,548
21,255
0
60
50
29,444
1/8/2019
40
7.5680
1.70
190.9
52,400
19,742
0
62
49
27,066
1/9/2019
35
7.5680
1.82
217.3
54,628
24,285
0
56
50
32,984
1/10/2019
25
7.5680
1.75
301.9
44,757
31,977
0
29
49
44,062
1/11/2019
24
7.5680
1.77
308.9
56,309
32,976
0
41
51
45,599
1/12/2019
58
7.5680
1.74
131.0
39,530
13,766
0
65
51
19,010
1/13/2019
32
7.5680
1.76
235.9
55,087
24,986
0
55
51
34,626
1/14/2019
33
7.5680
1.78
228.9
52,115
24,626
0
53
52
33,981
1/15/2019
24
7.5680
1.78
314.5
52,838
33,836
0
36
52
46,688
1/16/2019
52
7.5680
1.78
144.3
61,622
15,645
0
75
52
21,422
1/17/2019
29
7.5680
1.87
260.2
59,232
29,513
0
50
52
40,580
1/18/2019
31
7.5680
1.84
242.7
57,608
27,123
0
53
52
37,244
1/19/2019
32
7.5680
1.86
237.3
59,226
26,916
0
55
52
36,811
1/20/2019
29
7.5680
1.82
265.3
65,613
29,206
0
55
52
40,269
1/21/2019
81
7.5680
1.84
93.0
52,449
10,471
0
80
52
14,271
1/22/2019
7.5680
0.0
63,285
0
0
100
53
0
1/23/2019
7.5680
0.0
48,808
0
0
100
53
0
1/24/2019
7.5680
0.0
37,438
0
0
100
54
0
1/25/2019
34
7.5680
1.76
220.3
39,024
23,517
0
40
54
32,337
1/26/2019
28
7.5680
1.69
272.3
39,475
27,706
0
30
54
38,380
1/27/2019
63
7.5680
1.69
121.0
36,206
12,312
0
66
54
17,054
1/28/2019
25
7.5680
1.74
298.9
57,078
31,659
0
45
54
43,375
1/29/2019
35
7.5680
1.78
217.3
39,870
23,378
0
41
54
32,259
1/30/2019
50
7.5680
1.74
150.4
34,470
15,805
0
54
54
21,825
1/31/2019
58
7.5680
1.65
130.8
46,345
12,872
0
72
54
17,999
Total 1,017 234.61 49.36 6,650.1 1,571,803 711,051 0 1,696 1,603 978,307
Samples 28 31 28 31 31 31 31 31 31 31
Average 36 7.5680 1.76 214.5 50,703 22,937 0 55 52 31,558

EXAMPLE LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
1/1/2019 to 1/31/2019
Date
Dig#lTemp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp T
Deg F
384
Dig#4Temp
Deg F
385
Dig#6Temp
Deg F
386
Dig#8Temp 1
Deg F
387
1/1/2019
97
97
97
97
98
99
1 /2/2019
97
99
98
98
98
99
1/3/2019
98
99
98
98
97
98
1/4/2019
99
98
97
97
98
98
1/5/2019
97
99
97
98
96
97
1 /6/2019
98
97
97
98
96
97
1/7/2019
99
98
97
97
96
97
1 /8/2019
101
97
97
97
97
96
1 /9/2019
99
98
98
97
99
98
1/10/2019
98
98
98
97
99
98
1 /11 /2019
97
97
96
97
97
97
1/12/2019
97
97
97
98
96
99
1 /13/2019
98
97
98
97
98
97
1/14/2019
97
96
97
99
98
98
1/15/2019
99
99
98
98
97
97
1/16/2019
98
98
98
97
98
98
1/17/2019
100
100
99
99
97
97
1/18/2019
97
98
97
98
98
99
1/19/2019
98
99
96
96
100
97
1/20/2019
97
98
99
99
99
98
1/21/2019
98
99
99
97
98
98
1/22/2019
97
99
97
98
97
99
1 /23/2019
98
97
99
97
97
98
1 /24/2019
98
98
98
97
98
98
1/25/2019
97
97
98
98
99
97
1 /26/2019
98
98
97
97
97
98
1 /27/2019
97
97
97
98
97
96
1 /28/2019
97
97
97
97
95
96
1 /29/2019
96
95
98
99
97
96
1 /30/2019
98
98
97
98
98
98
1 /31 /2019
97
97
99
100
99
98
Total 3,032 3,031 3,025 3,028 3,024 3,026
Samples 31 31 31 31 31 31
Average 98 98 98 98 98 98
Digester Temperature monthly average is 98°F.

Page 1
Archie Elledge WWTP
NPDES Permit# NC0037834
2019 Compliance Summary
Vector Attraction Reduction Data for Class B Residuals
Anaerobic Digester System
Calculated %VSR (38% Minimum)
90-Da Movin Average VAR Option 1
Month *
Digester System
January
52
February
54
March
55
April
59
May
58
June
59
July
58
August
60
September
59
October
57
November
56
December
56
* 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 2
Archie Elledge WWTP Vector Attraction Reduction NPDES Permit # NCO037834
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 2019.
%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 PDSI' 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, 2019 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 Ibs Dig. Feed — [Volatile Ibs Dig. Transfer to Blending Tanks + Volatile Ibs Dig. Transfer to Lagoons]
X 100 = %VSR
Volatile Ibs Digester Feed
FROM ATTACHED DATA SHEETS for January 1, 2019:
Vol lb Dig Feed - [Vol lb Dig Trans + Vol lb PDSI]
(Feed) (Transfer) X 100 = %VSR
Vol lb Dig Feed
(Feed)
40718 - 33717 = 7001 X 100 = 17%VSR Daily; 90-day Moving Avg. %VSR = 51.
40718 40718

EXAMPLE LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
1/1/2019 1/31/2019
Page 4
Data
Dig SRT
Days %TS
483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferlb
%TS
lb %TS/d
136
1/1/2019
25
7.5680
1.84
301.7
40,718
33,717
0
17
51
46,298
12/20 99
48
7.5680
1.78
158.5
37,576
17,05
0
55
51
23,530
1/3/2019
24
7.5680
1.70
315.7
59,793
32,385
0
46
50
44,760
1/4/2019
17
7.5680
1.73
442.9
63,873
46,911
0
27
50
63,902
1/5/2019
21
7.5680
1.78
354.6
58,109
38,446
0
34
50
52,641
1/6/2019
27
7.5680
1.68
284.7
53,773
28,968
0
46
50
39,890
1/7/2019
36
7.5680
1.69
208.9
52,548
21,255
0
60
50
29,444
1/8/2019
40
7.5680
1.70
190.9
52,400
19,742
0
62
49
27,066
1/9/2019
35
7.5680
1.82
217.3
54,628
24,285
0
56
50
32,984
1/10/2019
25
7.5680
1.75
301.9
44,757
31,977
0
29
49
44,062
1/11/2019
24
7.5680
1.77
308.9
56,309
32,976
0
41
51
45,599
1/12/2019
58
7.5680
1.74
131.0
39,530
13,766
0
65
51
19,010
1/13/2019
32
7.5680
1.76
235.9
55,087
24,986
0
55
51
34,626
1/14/2019
33
7.5680
1.78
228.9
52,115
24,626
0
53
52
33,981
1/15/2019
24
7.5680
1.78
314.5
52,838
33,836
0
36
52
46,688
1/16/2019
52
7.5680
1.78
144.3
61,622
15,645
0
75
52
21,422
1/17/2019
29
7.5680
1.87
260.2
59,232
29,513
0
50
52
40,580
1/18/2019
31
7.5680
1.84
242.7
57,608
27,123
0
53
52
37,244
1/19/2019
32
7.5680
1.86
237.3
59,226
26,916
0
55
52
36,811
1/20/2019
29
7.5680
1.82
265.3
65,613
29,206
0
55
52
40,269
1/21/2019
81
7.5680
1.84
93.0
52,449
10,471
0
80
52
14,271
1/22/2019
7.5680
0.0
63,285
0
0
100
53
0
1/23/2019
7.5680
0.0
48,808
0
0
100
53
0
1/24/2019
7.5680
0.0
37,438
0
0
100
54
0
1/26/2019
34
7.5680
1.76
220.3
39,024
23,517
0
40
54
32,337
1/26/2019
28
7.5680
1.69
272.3
39,475
27,706
0
30
54
38,380
1/27/2019
63
7.5680
1.69
121.0
36,206
12,312
0
66
54
17,054
1/28/2019
25
7.5680
1.74
298.9
57,078
31,659
0
45
54
43,375
1/29/2019
35
7.5680
1.78
217.3
39,870
23,378
0
41
54
32,259
1/30/2019
50
7.5680
1.74
150.4
34,470
15,805
0
54
54
21,825
1/31/2019
58
7.5680
1.65
130.8
46,345
12,872
0
72
54
17,999
Total 1,017 234.61 49.36 6,650.1 1,571,803 711,051 0 1,696 1,603 978,307
Samples 28 31 28 31 31 31 31 31 31 31
Average 36 7.5680 1.76 214.5 50,703 22,937 0 55 52 31,558

02/11/2019 07:16:54 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834 Page 4
111/2019 1/31/2019
Data
Dig SRT
Days %TS
483
Dig Vol
MG
529
DlgTransfer
%TS
%
136
Dig Transfer
Flow
TGD
3"
Vol Ib Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transfer lb
%TS
lb %TS/d
136
1/1/2019
25
7.5680
1.84
301.7
40,718
33,717
0
17
51
46,298
1/2/2019
48
7.5680
1.78
158.5
37,576
17,052
0
55
51
23,530
1/3/2019
24
7.5680
1.70
315.7
59,793
32,385
0
46
50
44,760
1/4/2019
17
7.5680
1.73
442.9
63,873
46,911
0
27
50
63,902
1/5/2019
21
7.5680
1.78
354.6
58,109
38,446
0
34
50
52,641
1/6/2019
27
7.5680
1.68
284.7
53,773
28,968
0
46
50
39,890
1/7/2019
36
7.5680
1.69
208.9
52,548
21,255
0
60
50
29,444
1/8/2019
40
7.5680
1.70
190.9
52,400
19,742
0
62
49
27,066
1/9/2019
35
7.5680
1.82
217.3
54,628
24,285
0
56
50
32,984
1/10/2019
25
7.5680
1.75
301.9
44,757
31,977
0
29
49
44,062
1/11/2019
24
7.5680
1.77
308.9
56,309
32,976
0
41
51
45,599
1/12/2019
58
7.5680
1.74
131.0
39,530
13,766
0
65
51
19,010
1/13/2019
32
7.5680
1.76
235.9
55,087
24,986
0
55
51
34,626
1/14/2019
33
7.5680
1.78
228.9
52,115
24,626
0
53
52
33,981
1/15/2019
24
7.5680
1.78
314.5
52,838
33,836
0
36
52
46,688
1/16/2019
52
7.5680
1.78
144.3
61,622
15,645
0
75
52
21,422
1/17/2019
29
7.5680
1.87
260.2
59,232
29,513
0
50
52
40,580
1/18/2019
31
7.5680
1.84
242.7
57,608
27,123
0
53
52
37,244
1/19/2019
32
7.5680
1.86
237.3
59,226
26,916
0
55
52
36,811
1/20/2019
29
7.5680
1.82
265.3
65,613
29,206
0
55
52
40,269
1/21/2019
81
7.5680
1.84
93.0
52,449
10,471
0
80
52
14,271
1/22/2019
7.5680
0.0
63,285
0
0
100
53
0
1/23/2019
7.5680
0.0
48,808
0
0
100
53
0
1/24/2019
7.5680
0.0
37,438
0
0
100
54
0
1/25/2019
34
7.5680
1.76
220.3
39,024
23,517
0
40
54
32,337
1/26/2019
28
7.5680
1.69
272.3
39,475
27,706
0
30
54
38,380
1/27/2019
63
7.5680
1.69
121.0
36,206
12,312
0
66
54
17,054
1/28/2019
25
7.5680
1.74
298.9
57,078
31,659
0
45
54
43,375
1/29/2019
35
7.5680
1.78
217.3
39,870
23,378
0
41
54
32,259
1/30/2019
50
7.5680
1.74
150.4
34,470
15,805
0
54
54
21,825
1/31/2019
58
7.5680
1.65
130.8
46,345
12,872
0
72
54
17,999
Total 1,017 234.61 49.36 6,650.1 1,571,803 711,051 0 1,696 1,603 978,307
Samples 28 31 28 31 31 31 31 31 31 31
Average 36 , 7.5680 1.76 214.5 50,703 22,937 0 55 52 31,558

02/11/2019 07:16:52 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
1/1/2019 to 1/31/2019
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
1/1/2019
97
97
97
97
98
99
1/2/2019
97
99
98
98
98
99
1 /3/2019
98
99
98
98
97
98
1/4/2019
99
98
97
97
98
98
1/5/2019
97
99
97
98
96
97
1/6/2019
98
97
97
98
96
97
1/7/2019
99
98
97
97
96
97
1/8/2019
101
97
97
97
97
96
1 /9/2019
j 99
98
98
97
99
98
1/10/2019
98
98
98
97
99
98
1/11/2019
97
97
96
97
97
97
1/12/2019
97
97
97
98
96
99
1/13/2019
98
97
98
97
98
97
1/14/2019
97
96
97
99
98
98
1/15/2019
99
99
98
98
97
97
1/16/2019
98
98
98
97
98
98
1/17/2019
100
100
99
99
97
97
1/18/2019
97
98
97
98
98
99
1/19/2019
98
99
96
96
100
97
1 /20/2019
97
98
99
99
99
98
1 /21 /2019
98
99
99
97
98
98
1/22/2019
97
99
97
98
97
99
1/23/2019
98
97
99
97
97
98
1/24/2019
98
98
98
97
98
98
1/25/2019
97
97
98
98
99
97
1/26/2019
98
98
97
97
97
98
1 /27/2019
97
97
97
98
97
96
1 /28/2019
97
97
97
97
95
96
1 /29/2019
96
95
98
99
97
96
1/30/2019
98
98
97
98
98
98
1/31/2019
97
97
99
100
99
98
Total
3,032
3,031
3,025
3,028
3,024
3,026
Samples
31
31
31
31
31
31
Average
98
98
98
98
98
98
Digester Temperature monthly average is 98°F.

03/13/2019 09:40:37 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
2/1/2019 2/28/2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
629
DlgTransfer
%TS
%
136
Dig Transfer
Flow
TGD
3"
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transfer lb
%TS
lb %TS/d
136
2/1/2019
30
7.5680
1.60
255.7
51,341
24,737
0
52
54
34,121
2/2/2019
34
7.5680
1.66
221.7
52,628
22,188
0
58
54
30,693
2/3/2019
35
7.5680
1.69
218.9
51,086
22,455
0
56
53
30,853
2/4/2019
36
7.5680
1.67
211.2
50,854
21,313
0
58
54
29,416
2/5/2019
80
7.5680
1.61
95.1
64,905
9,676
0
85
54
12,769
2/6/2019
23
7.5680
1.71
325.2
60,261
33,631
0
44
54
46,378
2/7/2019
23
7.5680
1.67
334.3
50,360
33,457
0
34
53
46,561
2/8/2019
33
7.5680
1.67
228.7
68,647
23,079
0
66
54
31,853
2/9/2019
28
7.5680
1.69
271.4
92,113
27,841
0
70
54
38,253
2/10/2019
26
7.5680
1.70
288.8
49,126
29,626
0
40
54
40,946
2/11 /2019
34
7.5680
1.69
221.0
53,189
22,855
0
57
54
31,149
2/12/2019
32
7.5680
1.70
234.3
60,164
24,230
0
60
54
33,219
2/13/2019
25
7.5680
1.69
308.4
74,762
31,636
0
58
54
43,468
2/14/2019
24
7.5680
1.69
309.6
78,388
31,759
0
59
54
43,637
2/15/2019
25
7.5680
1.74
307.3
75,080
32,805
0
56
54
44,594
2/16/2019
23
7.5680
1.74
325.4
69,773
34,466
0
51
54
47,221
2/17/2019
28
7.5680
1.70
268.1
61,120
27,726
0
55
54
38,011
2/18/2019
24
7.5680
1.71
317.5
68,509
33,099
0
52
54
45,280
2/19/2019
45
7.5680
1.73
166.4
65,164
17,486
0
73
54
24,009
2/20/2019 -
21
7.5680
1.71
352.7
46,148
37,063
0
20
54
50,300
2/21/2019
42
7.5680
1.74
178.3
59,252
18,885
0
68
54
25,874
2/22/2019
35
7.5680
1.76
217.0
34,805
23,527
0
32
54
31,852
2/23/2019
17
7.5680
1.65
437.1
47,886
44,110
0
8
53
60,149
2/24/2019
25
7.5680
1.72
304.9
68,016
32,040
0
53
53
43,737
2/25/2019
29
7.5680
1.68
260.4
72,549
26,495
0
63
53
36,485
2/26/2019
25
7.5680
1.69
307.7
63,723
31,564
0
50
53
43,369
2/27/2019
24
7.5680
1.69
315.0
61,052
32,051
0
48
53
44,398
2/28/2019
25
7.5680
1.66
302.1
66,038
29,982
0
55
53
41,824
Total 851 211.90 4/.3b 7,584.2 1,716,939 779,782 0 1,480 1,504 1,070,419
Samples 28 28 28 28 28 28 28 28 28 28
Average 30 7.5680 1.69 270.9 61,319 27,849 0 53 54 38,229

03/13/2019 09:40:34 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
2/1/2019 to 2/28/2019
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
2/1/2019
97
98
98
99
98
98
2/2/2019
97
98
97
98
97
98
2/3/2019
99
98
98
98
97
98
2/4/2019
98
97
97
98
98
98
2/5/2019
99
98
97
98
97
98
2/6/201"9
98
98
98
99
97
98
2/7/2019
97
98
97
97
97
99
2/8/2019
96
96
97
97
98
99
2/9/2019
97
98
97
98
97
97
2/10/2019
97
97
99
100
98
97
2/11/2019
97
97
97
98
97
99
2/12/2019
99
99
96
98
97
99
2/13/2019
98
97
98
97
99
97
2/14/2019
98.
98
99
97
99
97
2/15/2019
97
98
98
100
97
100
2/16/2019
100
98
100
98
99
98
2/17/2019
99
98
98
97
100
99
2/18/2019
97
97
99
99
98
98
2/19/2019
98
99
98
98
98
100
2/20/2019
98
98
97
98
99
97
2/21/2019
96
96
97
97
96
97
2/22/2019
96
96
96
96
97
95
2/23/2019
95
97
96
96
96
96
2/24/2019
97
97
96
95
96
96
2/25/2019
98
97
99
98
97
97
2/26/2019
99
98
100
99
97
98
2/27/2019
100
99
98
98
99
99
2/28/2019
98
100
101
99
98
97
Total 2,735 2,735 2,738 2,740 2,733 2,739
Samples 28 28 28 28 28 28
Average 98 98 98 98 98 98
Digester Temperature monthly average is 98°F.

04/24/2019 05:57:22 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
3/1 /2019 3/31 /2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
629
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transfer lb
%TS
lb %TS/d
136
3/1/2019
74
7.5680
1.63
102.8
72,479
10,117
0
86
54
13,975
3/2/2019
19
7.5680
1.65
391.0
68,309
38,153
0
44
54
53,806
3/3/2019
48
7.5680
1.66
156.2
51,663
15,502
0
70
54
21,625
3/4/2019
32
7.5680
1.65
235.5
60,574
22,980
0
62
54
32,407
3/5/2019
21
7.5680
1.63
366.0
68,059
35,714
0
48
54
49,755
3/6/2019
46
7.5680
1.62
164.1
65,455
15,739
0
76
54
22,171
3/7/2019
30
7.5680
1.60
251.5
46,744
23,702
0
49
54
33,560
3/8/2019
30
7.5680
1.59
253.4
55,150
23,881
0
57
55
33,602
3/9/2019
33
7.5680
1.59
226.8
61,965
21,374
0
66
55
30,075
3/10/2019
40
7.5680
1.61
190.2
53,134
17,925
0
66
55
25,539
3/11/2019
32
7.5680
1.58
235.2
46,036
21,970
0
52
55
30,993
3/12/2019
35
7.5680
1.59
215.6
56,184
20,319
0
64
55
28,590
3/13/2019
36
7.5680
1.63
208.7
66,067
20,639
0
69
55
28,545
3/14/2019
22
7.5680
1.61
337.6
63,052
32,117
0
49
55
45,358
3/15/2019
19
7.5680
1.64
407.7
82,753
40,123
0
52
55
55,764
3/16/2019
20
7.5680
1.64
371.4
79,433
36,550
0
54
55
50,799
3/17/2019
70
7.5680
1.68
107.7
78,184
10,689
0
86
56
15,090
3/18/2019
59
7.5680
1.74
127.3
66,261
13,165
0
80
55
18,473
3/19/2019
19
7.5680
1.68
403.8
70,896
40,076
0
43
55
56,577
3/20/2019
64
7.5680
1.61
117.5
66,935
11,269
0
83
56
15,777
3/21/2019.
30
7.5680
1.60
248.3
66,286
23,607
0
64
56
33,133
3/22/2019
28
7.5680
1.60
267.2
39,508
25,627
0
35
56
35,655
3/23/2019
28
7.5680
1.67
270.4
67,068
27,287
0
59
57
37,661
3/24/2019
66
7.5680
1.62
115.4
31,877
11,068
0
65
57
15,591
3/25/2019
36
7.5680
1.63
208.0
60,448
20,296
0
66
57
28,276
3/26/2019
25
7.5680
1.59
297.9
62,391
28,075
0
55
57
39,503
3/27/2019
70
7.5680
1.67
107.7
65,377
10,779
0
84
57
15,000
3/28/2019
68
7.5680
1.61
111.0
58,189
10,553
0
82
57
14,904
3/29/2019
27
7.5680
1.60
275.3
76,218
26,174
0
66
57
36,736
3/30/2019
31
7.5680
1.63
242.2
77,870
2�,431
0
70
57
32,925
3/31/2019
28
7.5680
1.65
269.7
78,116
26,542
0
66
57
37,113
Total 1,191 234.61 5u.au 7,283.3 1,962,681 705,343 0 1,969 1,719 988,978
Samples 31 31 31 31 31 31 31 31 31 31
Average 38 7.5680 1.63 234.9 63,312 22,753 0 63 55 31,903

04/24/2019 05:57:20 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
3/1/2019 to 3/31/2019
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
3/1/2019
98
98
101
99
97
98
3/2/2019
98
98
99
98
97
98
3/3/2019
100
99
98
98
96
98
3/4/2019
100
98
98
99
97
98
3/5/2019
j 98
99
99
99
98
97
3/6/2019
99
99
98
100
97
97
3/7/2019
98
98
97
100
97
98
3/8/2019
96
97
100
98
98
98
3/9/2019
99
96
98
96
97
97
3/10/2019
97
99
96
95
98
99
3/11/2019
98
97
99
98
98
98
3/12/2019
99
99
99
97
98
98
3/13/2019
98
97
97
96
98
98
3/14/2019
96
100
98
98
97
99
3/15/2019
98
100
98
98
97
98
3/16/2019
97
99
100
99
99
98
3/17/2019
100
97
98
97
98
99
3/18/2019
100
100
96
96
98
98
3/19/2019
98
99
98
98
98
97
3/20/2019
98
96
99
97
97
98
3/21/2019
98
97
98
98
98
99
3/22/2019
99
96
98
98
99
98
3/23/2019
98
96
97
97
98
97
3/24/2019
99
98
98
98
97
98
3/25/2019
100
99
99
100
99
99
3/26/2019
98
102
98
99
99
99
3/27/2019
101
100
100
99
99
99
3/28/2019
99
99
98
99
98
98
3/29/2019
98
98
97
99
98
98
3/30/2019
97
98
98
98 j
97 j
99
3/31 /2019
98
97
98
97
97
100
Total 3,050 3,045 3,045 3,038 3,029 3,043
Samples 31 31 31 31 31 31
Average 98 98 98 98 98 98
Digester Temperature monthly average is 98°F.

05/21/201910:04:45AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NC0037834
4/1/2019 4/30/2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ibld
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transfer lb
%TS
lb %TS/d
136
4/1/2019
28
7.5680
1.65
268.3
72,342
26,180
0
64
58
36,921
4/2/2019
32
7.5680
1.67
234.1
74,382
23,429
0
69
58
32,605
4/3/2019
20
7.5680
1.64
379.8
70,150
37,060
0
47
58
51,948
4/4/2019
38
7.5680
1.61
198.2
69,192
19,175
0
72
58
26,613
4/5/2019
28
7.5680
1.66
268.6
87,859
26,881
0
69
59
37,186
4/6/2019
25
7.5680
1.66
301.4
73,133
29,661
0
59
59
41,727
4/7/2019
23
7.5680
1.55
323.1
67,915
30,180
0
56
59
41,767
4/8/2019
29
7.5680
1.63
263.2
55,570
25,683
0
54
59
35,780
4/9/2019
33
7.5680
1.70
229.4
74,704
23,341
0
69
59
32,524
4/10/2019
24
7.5680
1.76
320.3
83,980
33,926
0
60
59
47,015
4/11/2019
28
7.5680
1.74
272.8
86,703
28,439
0
67
60
39,588
4/12/2019
19
7.5680
2.02
406.3
79,952
48,117
0
40
59
68,449
4/13/2019
18
7.5680
1.67
418.0
106,495
41,485
0
61
59
58,218
4/14/2019
20
7.5680
1.69
371.1
99,627
37,449
0
62
59
52,305
4/15/2019
18
7.5680
1.66
423.8
81,792
41,707
0
49
60
58,673
4/16/2019
19
7.5680
1.72
400.3
82,019
41,064
0
50
59
57,422
4/17/2019
21
7.5680
1.68
356.9
47,906
35,719
0
25
59 -
50,006
4/18/2019
30
7.5680
1.75
252.3
76,740
26,302
0
66
59
36,823
4/19/2019
31
7.5680
1.86
245.9
97,119
27,071
0
72
59
38,145
4/20/2019
26
7.5680
1.89
295.8
91,537
33,551
0
63
59
46,626
4/21/2019
22
7.5680
1.92
346.9
90,612
39,636
0
56
59
55,548
4/22/2019
20
7.5680
1.84
378.6
86,036
41,679
0
52
59
58,098.
4/23/2019
20
7.5680
1.92
384.9
87,925
44,299
0
50
58
61,633
4/24/2019
28
7.5680
2.03
267.1
67,229
32,078
0
52
58
45,221
4/25/2019
37
7.5680
1.65
202.6
66,879
19,938
0
70
58
27,880
4/26/2019
17
7.5680
1.83
441.3
54,936
47,110
0
14
58
67,352
4/27/2019
32
7.5680
1.90
234.1
86,869
25,967
0
70
58
37,095
4/28/2019
21
7.5680
2.02
361.4
80,068
43,403
0
46
58
60,884
4/29/2019
23
7.5680
2.05
323.6
75,567
38,593
0
49
58
55,326
4/30/2019
22
7.5680
2.03
352.0
65,505
41,687
0
36
58
59,594
Total 752 227.04 03.4U 9,522.1 2,340,743 1,010,810 0 1,670 1,759 1,418,972
Samples 30 30 30 30 30 30 30 30 30 30
Average 25 7.5680 1.78 317.4 78,025 33,694 0 56 59 47,299

05/21/2019 10:04:42 AM ILAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
4/1/2019 to 4/30/2019
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
4/1/2019
97
97
97
99
98
99
4/2/2019
96
97
98
98
98
99
4/3/2019
98
99
97
97
98
97
4/4/2019
97
98
97
96
98
99
4/5/2019
97
99
98
96
97
98
4/6/2019
96
98
97
97
97
97
4/7/2019
97
97
96
98
98
99
4/8/2019
97
99
98
98
97
98
4/9/2019
97
97
96
98
96
97
4/10/2019
98
97
98
99
97
96
4/11/2019
98
97
97
98
98
97
4/12/2019
98
99
97
97
97
97
4/13/2019
97
97
96
97
98
98
4/14/2019
96
96
96
99
98
98
4/15/2019
97
98
97
98
97
97
4/16/2019
98
98
98
97
99
99
4/17/2019
98
98
99
98
98
98
4/18/2019
97
96
97
98
97
97
4/19/2019
96
96
96
97
96
95
4/20/2019
96
97
98
98
97
95
4/21/2019
97
96
99
99
96
96
4/22/2019
98
98
98
98
- 96
97
4/23/2019
100
97
97
99
97
97
4/24/2019
98
97
97
100
97
96
4/25/2019
97
97
97
99
97
98
4/26/2019
100
97
97
97
98
98
4/27/2019
100
101
96
97
98
97
4/28/2019
98
100
98
99
97
99
4/29/2019
100
99
98
99
98
99
4/30/2019
100
98
97
100
98
97
Total
2,929
2,930
2,917
2,940
2,921
2,924
Samples
30
30
30
30
30
30
Average
98
98
97
98
97
97
Digester Temperature monthly average is 97°F.

i
06/06/2019 07:36:24AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
5/1/2019 6/31/2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferib
%TS
lb %TS/d
136
5/1/2019
34
7.5680
1.88
221.2
80,451
24,351
0
70
58
34,682
5/2/2019
30
7.5680
1.86
251.6
80,035
27,488
0
66
58
39,029
5/3/2019
24
7.5680
1.86
321.3
101,543
35,639
0
65
58
49,841
5/4/2019
29
7.5680
1.90
260.9
93,088
29,592
0
68
58
41,342
5/5/2019
21
7.5680
1.91
361.1
82,992
41,560
0
50
58
57,521
5/6/2019
26
7.5680
1.92
286.7
75,647
32,997
0
56
58
45,909
5/7/2019
27
7.5680
1.90
277.6
76,006
31,487
0
59
58
43,988
5/8/2019
25
7.5680
1.94
303.3
55,278
35,160
0
36
58
49,073
5/9/2019
23
7.5680
1.90
328.2
63,396
37,226
0
41
58
52,007
5/10/2019
59
7.5680
2.06
127.3
72,210
15,394
0
79
58
21,871
5/11/2019
21
7.5680
1.94
359.2
81,727
41,041
0
50
58
58,117
5/12/2019
74
7.5680
2.10
102.8
72,618
12,603
0
83
58
18,004
5/13/2019
25
7.5680
1.91
297.9
78,977
33,541
0
58
58
47,454
5/14/2019
19
7.5680
1.98
396.5
84,409
46,957
0
44
58
65,475
5/15/2019
38
7.5680
1.94
197.5
84,950
22,566
0
73
58
31,955
5/16/2019
21
7.5680
1.90
354.6
73,765
39,629
0
46
58
56,190
5/17/2019
24
7.5680
1.90
313.3
84,015
36,058
0
57
58
49,646
5/18/2019
29
7.5680
1.88
256.9
77,367
28,924
0
63
58
40,280
5/19/2019
26
7.5680
1.84
287.9
50,076
31,694
0
37
58
44,180
5/20/2019
24
7.5680
1.85
309.6
51,362
34,083
0
34
57
47,768
5/21/2019
106
7.5680
1.85
71.3
80,288
7,849
0
90
58
11,001
5/22/2019
28
7.5680
1.95
273.5
117,344
36,040
0
69
58
44,479
5/23/2019
19
7.5680
1.84
406.6
71,186
44,423
0
38
58
62,395
5/24/2019
27
7.5680
1.87
276.7
88,516
30,923
0
65
59
43,154
5/25/2019
30
7.5680
1.95
255.3
74,794
29,809
0
60
59
41,519
5/26/2019
25
7.5680
1.89
305.9
68,275
34,696
0
49
59
48,218
5/27/2019
44
7.5680
1.84
173.7
61,567
19,122
0
69
59
26,655
5/28/2019
32
7.5680
1.85
237.6
64,547
26,157
0
59
59
36,659
5/29/2019
33
7.5680
1.82
227.1
68,502
24,622
0
64
59
34,471
5/30/2019
25
7.5680
1.75
304.7
67,198
32,019
0
52
59
44,471
5/31/2019
28
7.5680
1.86
265.8
73,318
29,926
0
59
59
41,232
Total 998 234.61 58.84 8,413.6 2,355,447 953,576 0 1,809 1,803 1,328,586
Samples 31 31 31 31 31 31 31 31 31 31
Average 32 7.5680 1.90 271.4 75,982 30,761 0 58 58 42,858

06/06/2019 07:36:22 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
5/1/2019 to 5/31/2019
Date
Dig#lTemp
Deg F
382
Dig#2Temp
Deg F
383
D1g#3Temp
Deg F
384
Dig#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
5/1/2019
98
99
97
99
98
98
5/2/2019
97
98
97
98
98
100
5/3/2019
99
96
96
97
98
101
5/4/2019
98
97
96
96
98
99
5/5/2019
97
101
98
96
97
98
5/6/2019
98
99
97
99
97
97
5/7/2019
100
98
96
98
98
97
5/8/2019
99
97
97
97
97
97
5/9/2019
98
99
100
98
97
96
5/10/2019
98
101
99
100
98
99
5/11/2019
101
99
98
99
98
100
5/12/2019
100
99
100
98
99
101
5/13/2019
99
98
99
98
98
101
5/14/2019
98
100
99
97
99
99
5/15/2019
98
99
99
100
98
98
5/16/2019
99
99
99
100
99
99
5/17/2019
98
99
99
99
99
98
5/18/2019
97
97
101
98
99
100
5/19/2019
97
97
100
98
98
99
5/20/2019
97
97
99
98
98
98
5/21/2019
99
99
98
99
100
98
5/22/2019
99
98
97
99
99
100
5/23/2019
98
97
97
98
98
99
5/24/2019
97
99
96
97
98
98
5/25/2019
97
99
96
97
97
98
5/26/2019
97
98
97
97
97
99
5/27/2019
98
98
97
98
97
98
5/28/2019
98
98
97
98
97
98
5/29/2019
98
98
98
97
99
98
5/30/2019
98
98
98
97
98
98
5/31/2019
97
97
97
98
97
97
Total
3,042
3,048
3,034 3,038 3,038 3,056
Samples
31
31
31 31 31 31
Average
98
98
98 98 98 99
Digester
Temperature
monthly
average is 98°F,

08/06/2019 10:48:52 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834 Page 4
6/1/2019 6/30/2019
Date
Dig SRT
Days %TS
483
Dig Vol
MG
629
DIgTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBIVI
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferlb
%TS
lb %TS/d
136
6/1/2019
31
7.5680
1.94
240.6
66,577
28,494
0
57
59
38,928
6/2/2019
31
7.5680
1.84
245.5
50,457
27,027
0
46
59
37,673
6/3/2019
34
7.5680
1.82
223.9
55,542
24,649
0
56
59
33,985
6/4/2019
29
7.5680
1.80
257.8
65,174
27,951
0
57
59
38,701
6/5/2019
38
7.5680
1.85
199.3
65,101
22,273
0.
66
59
30,750
6/6/2019
43
7.5680
1.86
177.6
59,106
19,700
0
67
59
27,550
6/7/2019
21
7.5680
1.93
360.7
83,660
41,514
0
50
59
58,059
6/8/2019
33
7.5680
1.89
229.9
88,671
25,884
0
71
59
36,238
6/9/2019
21
7.5680
1.84
366.9
83,686
39,779
0
52
59
56,303
6/10/2019
23
7.5680
1.89
333.8
71,186
37,304
0
48
59
52,616
6/11/2019
42
7.5680
2.14
178.3
63,382
21,264
0
66
59
31,822
6/12/2019
30
7.5680
2.04
250.1
62,494
29,410
0
53
59
42,551
6/13/2019
58
7.5680
1.95
130.8
66,874
14,945
0
78
59
21,272
6/14/2019
24
7.5680
1.98
317.8
59,157
37,636
0
36
59
52,479
6/15/2019
54
7.5680
1.90
139.2
53,882
15,789
0
71
59
22,058
6/16/2019
159
7.5680
1.95
47.6
60,804
5,518
0
91
59
7,741
6/17/2019
26
7.5680
1.92
290.2
36,704
33,158
0
10
58
46,469
6/18/2019
30
7.5680
1.81
249.2
77,615
26,810
0
65
58
37,618
6/19/2019
27
7.5680
1.92
283.2
69,662
32,358
0
54
58
45,348
6/20/2019
20
7.5680
1.97
385.4
77,756
43,071
0
45
58
63,320
6/21/2019
81
7.5680
1.95
93.0
70,590
10,471
0
85
58
15,125
6/22/2019
18
7.5680
1.84
418.7
70,831
45,745
0
35
58
64,252
6/23/2019
64
7.5680
1.94
117.5
84,232
13,131
0
84
58
19,011
6/24/2019
59
7.5680
1.91
127.3
49,286
14,120
0
71
58
20,278
6/25/2019
20
7.5680
2.01
376.3
59,558
42,681
0
28
58
63,081
6/26/2019
81
7.5680
1.90
93.0
63,789
10,238
0
84
58
14,737
6/27/2019
50
7.5680
1.87
152.5
64,957
16,661
0
74
58
23,784
6/28%2019
31
7.5680
1.80
244.3
65,476
26,283
0
60
58
36,674
6/29/2019
40
7.5680
1.83
187.2
62,254
20,296
0
67
58
28,571
6/30/2019
27
7.5680
1.44
282.3
57;003
30,607
0
46
58
33,903
Total 1,246 227.04 56.73 6,999.9 1,965,466 784,767 0 1,775 1,753 1,100,897
Samples 30 30 30 30 30 30 30 30 30 30
Average 42 7.5680 1.89 233.3 65,516 26,159 0 59 59 36,697

08/06/2019 10:48:46 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
6/1/2019 to 6/30/2019
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
6/1/2019
98
97
97
99
97
97
6/2/2019
97
97
99
98
98
98
6/3/2019
97
97
99
98
97
98
6/4/2019
96
97
98
97
97
97
6/5/2019
97
98
98
98
97
97
6/6/2019
97
98
98
98
98
98
6/7/2019
97
97
97
98
98
98
6/8/2019
96
97
96
97
97
97
6/9/2019
98
99
97
98
98
98
6/10/2019
99
101
99
97
99
99
6/11/2019
99
101
99
98
98
99
6/12/2019
98
100
99
102
98
98
6/13/2019
97
99
97
102
97
97
6/14/2019
96
98
96
101
97
96
6/15/2019
99
100
98
100
96
99
6/16/2019
100
101
98
99
98
100
6/17/2019
100
100
98
98
99
99
6/18/2019
99
99
97
98
99
98
6/19/2019
98
98
96
97
98
97
6/20/2019
97
97
96
97
98
97
6/21/2019
98
99
97
99
97
97
6/22/2019
98
98
97
99
97,
98
6/23/2019
97
97
97
99
97
98
6/24/2019
98
98
97
98
97
97
6/26/2019
97
98
98
98
98
98
6/26/2019
99
97
97
98
98
98
6/27/2019
98
97
97
98
98
98
6/28/2019
98
97
96
97
97
97
6/29/2019
97
97
96
97
97
97
6/30/2019
97
96
96
97
97
97
Total 2,932 2,945 2,920 2,950 2,927 2,932
Samples 30 30 30 30 30 30
Average 98 98 97 98 98 98
Digester Temperature monthly average is 97°F•

I
09/05/2019 09:53:58 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834 Page 4
7/1/2019 7/31/2019
Date
Dig SRT
Days %TS
483
Dig Vol
MG
629
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transfer lb
%TS
lb %TS/d
136
7/1/2019
37
7.5680
1.80
204.2
62,612
21,458
0
66
58
30,655
7/2/2019
27
7.5680
1.81
281.2
59,463
30,253
0
49
58
42,448
7/3/2019
39
7.5680
1.83
193.5
60,644
20,818
0
66
58
29,532
7/4/2019
18
7.5680
1.84
410.3
72,034
44,485
0
38
57
62,963
7/5/2019
48
7.5680
2.24
156.7
61,943
21,956
0
65
57
29,274
7/6/2019
36
7.5680
1.86
210.3
70,933
23,327
0
67
57
32,623
7/7/2019
77
7.5680
1.99
97.9
49,702
11,268
0
77
58
16,248
7/8/2019
25
7.5680
1.82
303.1
49,382
32,862
0
33
57
46,007
7/9/2019
64
7.5680
1.94
117.5
55,887
13,327
0'
76
57
19,011
7/10/2019
91
7.5680
1.96
83.2
60,403
9,576
0
84
58
13,600
7/11/2019
47
7.5680
1.84
161.6
55,517
17,386
0
69
58
24,798
7/12/2019
36
7.5680
1.80
211.0
48,811
22,877
0
53
58
31,675
7/13/2019
172
7.5680
1.79
44.1
58,614
4,781
0
92
58
6,584
7/14/2019
30
7.5680
1.86
253.4
56,838
28,530
0
50
58
39,308
7/15/2019
33
7.5680
1.79
228.9
49,695
24,436
0
51
58
34,172
7/16/2019
103
7.5680
1.82
73.4
59,215
8,019
0
86
59
11,141
7/17/2019
20
7.5680
1.76
374.4
54,230
38,719
0
29
59
54,956
7/18/2019
49
7.5680
1.74
153.2
58,047
15,843
0
73
59
22,232
7/19/2019
29
7.5680
1.78
262.0
62,502
27,969
0
55
58
38,894
7/20/2019
37
7.5680
1.76
206.8
54,781
21,731
0
.60
58
30,355
7/21/2019
64
7.5680
1.81
118.9
53,232
13,189
0
75
59
17,948
7/22/2019
28
7.5680
1.81
274.2
54,042
29,957
0
45
59
41,392
7/23/2019
35
7.5680
1.74
218.4
61,089
22,768
0
63
59
31,693
7/24/2019
82
7.5680
1.77
92.6
60,189
9,808
0
84
59
13,669
7/25/2019
40
7.5680
1.87
188.1
65,282
20,708
0
68
60
29,336
7/26/2019
29
7.5680
1.87
262.0
55,063
29,280
0
47
59
40,861
7/27/2019
56
7.5680
1.88
135.7
53,273
15,165
0
72
60
21,277
7/28/2019
53
7.5680
1.81
142.7
52,901
15,472
0
71
60
21,541
7/29/2019
40
7.5680
1.91
189.0
46,477
21,280
0
54
60
30,107
7/30/2019
42
7.5680
1.79
178.3
50,770
19,183
0
62
60
26,618
7/31/2019
43
7.5680
1.88
174.2
52,018
19,613
0
62
60
27,313
Total 1,530 234.61 57.17 6,000.8 1,765,589 656,044 0 1,941 1,812 918,231
Samples 31 31 31 31 31 31 31 31 31 31
Average 49 7.5680 1.84 193.6 56,954 21,163 0 63 58 29,620

09/05/2019 09:53:55 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
7/1/2019 to 7/31/2019
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 /2019
99
99
96
96
98
98
7/2/2019
98
98
95
96
98
97
7/3/2019
98
98
95
98
98
97
7/4/2019
98
97
96
98
97
98
7/5/2019
97
97
97
98
99
98
7/6/2019
97
98
98
98
100
99
7/7/2019
99
99
98
98
99
99
7/8/2019
101
99
99
98
99
99
7/9/2019
100
99
99
99
99
98
7/10/2019
100
98
99
98
99
98
7/11/2019
99
99
98
99
99
100
7/12/2019
99
99
98
99
100
99
7/13/2019
99
98
98
99
100
99
7/14/2019
98
98
98
99
100
99
7/15/2019
98
98
98
98
99
99
7/16/2019
98
99
98
98
99
99
7/17/2019
98
98
98
98
99
98
7/18/2019
98
98
98
98
99
98
7/19/2019
97
98
98
98
98
98
7/20/2019
97
98
98
97
98
98
7/21/2019
99
100
98
98
98
98
7/22/2019
99
100
98
98
98
98
7/23/2019
98
99
98
99
98
98
7/24/2019
98
98
98
99
100
98
7/25/2019
97
98
98
99
100
99
7/26/2019
97
98
98
98
100
99
7/27/2019
97
97
97
98
99
99
7/28/2019
97
97
97
98
99
98
7/29/2019
97
97
97
98
99
98
7/30/2019
97
97
97 j
98
98
98
7/31/2019
97
97
97
98
98
98
Total 3,041 3,043 3,025 3,041 3,064 3,049
Samples 31 31 31 31 31 31
Average 98 98 98 98 99 98
Digester Temipe•rature monthly average is 98°F.

10/07/2019 07:02:09 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
8/1/2019 8/31/2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transfer lb
%TS
lb %TS/d
136
8/1/2019
28
7.5680
1.82
268.1
56,599
29,067
0
49
60
40,694
8/2/2019
32
7.5680
2.07
235.9
69,831
28,921
0
59
60
40,725
8/3/2019
60
7.5680
1.39
126.8
73,309
15,122
0
79
60
14,699
8/4/2019
40
7.5680
1.92
190.2
53,668
22,049
0
59
60
30,456
8/5/2019
25
7.5680
1.94
304.5
58,824
36,061
0
39
60
49,267
8/6/2019
62
7.5680
1.88
122.9
52,538
13,940
0
73
60
19,270
8/7/2019
32
7.5680
1.86
236.4
53,165
26,616
0
50
60
36,671
8/8/2019
7.5680
0.0
53,238
0
0
100
60
0
8/9/2019
41
7.5680
1.90
186.3
53,776
21,442
0
60
61
29,521
8/10/2019
38
7.5680
2.12
197.2
61,276
25,492
0
58
60
34,867
8/11/2019
63
7.5680
2.00
119.4
50,359
14,539
0
71
60
19,916
8/12/2019
26
7.5680
2.14
286.7
44,749
37,301
0
17
60
51,169
8/13/2019
83
7.5680
1.99
91.1
57,562
11,093
0
81
60
15,120
8/14/2019
41
7.5680
1.98
185.3
60,507
22,563
0
63
60
30,599
8/15/2019
31
7.5680
1.99
246.6
62,671
29,410
0
53
60
40,927
8/16/2019
34
7.5680
2.07
222.6
54,611
27,290
0
50
60
38,429
8/17/2019
77
7.5680
1.92
97.9
55,091
11,349
0
79
61
15,677
8/18/2019
35
7.5680
1.98
213.8
51,790
25,677
0
50
61
35,305
8/19/2019
26
7.5680
1.87
285.6
36,254
32,156
0
11
60
44,542
8/20/2019
91
7.5680
2.10
83.2
65,084
10,408
0
84
60
14,572
8/21/2019
43
7.5680
2.12
177.4
62,151
22,785
0
63
60
31,366
8/22/2019
41
7.5680
1.93
185.3
65,320
21,636
0
67
61
29,826
8/23/2019
29
7.5680
1.94
263.0
61,136
31,147
0
49
60
42,552
8/24/2019
39
7.5680
1.90
194.2
55,234
22,351
0
60
60
30,773
8/25/2019
37
7.5680
1.96
201.9
59,859
24,079
0
60
60
33,003
8/26/2019
36
7.5680
1.98
211.9
47,688
25,448
0
47
60
34,991
8/27/2019
40
7.5680
1.86
187.9
44,345
21,469
0
52
60
29,148
8/28/2019
43
7.5680
1.92
177.6
48,403
20,737
0
57
60
28,439
8/29/2019
20
7.5680
2.06
378.6
47,889
46,100
0
4
60
65,045
8/30/2019
74.
7.5680
2.03
102.8
48,816
12,775
0
74
60
17,404
8/31/2019
59
7.5680
2.08
127.3
55,620
16,031
0
71
60
22,083
Total 1,326 234.61 58.72 5,908.4 1,721,363 705,054 0 1,788 1,867 967,056
Samples 30 31 30 31 31 31 31 31 31 31
Average 44 7.5680 1.96 190.6 55,528 22,744 0 58 60 31,195

10/07/2019 07:02:06 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
8/1/2019 to 8/31/2019
Date
Dig#1Temp
Deg F
382
Dig#2Temp
Deg F
383
Dig#3Temp
Deg F
384
D1g#4Temp
Deg F
385
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
8/1/2019
98
98
97
98
98
98
8/2/2019
98
98
97
98
98
98
8/3/2019
99
99
98
98
98
98
8/4/2019
100
100
98
100
99
98
8/5/2019
100
100
98
100
99
98
8/6/2019
100
100
98
100
99
98
8/7/2019
100
100
98
100
99
98
8/8/2019
99
100
99
101
98
99
8/9/2019
99
99
99
100
98
99
8/10/2019
99
99
99
100
98
98
8/11/2019
98
99
98
100
98
98
8/12/2019
98
98
98
100
98
98
8/13/2019
98
98
98
99
98
98
8/14/2019
98
98
98
99
98
98
8/15/2019
98
98
98
99
98
98
8/16/2019
98
98
98
99
98
98
8/17/2019
98
97
98
99
97
98
8/18/2019
97
97
98
99
97
98
8/19/2019
97
97
98
99
97
98
8/20/2019
97
97
98
99
97
98
8/21 /2019
97
97
98
99
97
98
8/22/2019
97
97
98
99
97
98
8/23/2019
97
97
98
99
97
98
8/24/2019
97
97
98
99
97
98
8/25/2019
97
97
98
99
97
98
8/26/2019
97
97
98
99
97
98
8/27/2019
97
97
98
99
97
98
8/28/2019
97
97
98
99
97
98
8/29/2019
98
97
98
97
97
97
8/30/2019
97
99
98
97
98
98
8/31/2019
97
100
97
97
98
99
Total 3,037 3,042 3,038 3,070 3,029 3,040
Samples 31 31 31 31 31 31
Average 98 98 98 99 98 98
Digester Temperature monthly average is 98°F.

11/06/2019 05:26:12AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
911 /2019 9/30/2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol [bid
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig .
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferlb
%TS
lb %TS/d
136
9/1/2019
20
7.5680
2.07
379.1
47,263
46,793
0
1
59
65,447
9/2/2019
172
7.5680
1.91
44.1
46,0.56
5,223
0
89
60
7,025
9/3/2019
92
7.5680
2.07
82.2
47,135
10,215
0
78
60
14,191
9/4/2019
70
7.5680
2.00
107.7
42,075
13,024
0
69
60
17,964
9/5/2019
33
7.5680
1.86
228.7
44,119
25,749
0
42
60
35,477
9/6/2019
75
7.5680
2.03
101.4
50,763
12,347
0
76
60
17,167
9/7/2019
28
7.5680
2.16
274.4
43,992
36,616
0
17
59
49,432
9/8/2019
64
7.5680
2.14
117.5
36,578
15,091
0
59
60
20,971
9/9/2019
7.5680
0.0
39,500
0
0
100
60
0
9/10/2019
21
7.5680
1.93
352.5
44,948
41,158
0
8
59
56,739
9/11/2019
42
7.5680
2.04
180.2
46,866
22,393
0
52
59
30,659
9/12/2019
28
7.5680
1.89
274.4
48,365
31,352
0
35
59
43,253
9/13/2019
35
7.5680
1.86
216.3
52,038
24,714
0
53
59
33,553
9/14/2019
191
7.5680
1.83
39.6
49,051
4,426
0
91
59
6,044
9/15/2019
41
7.5680
1.89
182.5
44,363
21,309
0
52
59
28,767
9/16/2019
35
7.5680
1.87
214.0
48,018
24,630
0
49
59
33,375
9/17/2019
66
7.5680
1.88
114.9
52,860
13,320
0
75
60
18,015
9/18/2019
38
7.5680
1.88
197.7
50,875
22,919
0
55
60
30,998
9/19/2019
212
7.5680
1.82
35.7
43,296
3,960
0
91
60
5,419
9/20/2019
44
7.5680
2.10
172.1
52,912
21,673
0
59
60
30,142
9/21/2019
28
7.5680
2.10
270.7
47,944
34,316
0
28
59
47,410
9/22/2019
35
7.5680
1.96
218.2
43,851
26,205
0
40
59
35,668
9/23/2019
53
7.5680
1.95
142.7
44,816
16,900
0
62
59
23,207
9/24/2019
35
7.5680
1.89
214.7
45,910
25,068
0
45
59
33,842
9/25/2019
159
7.5680
1.89
47.6
53,288
5,597
0
89
59
7,503
9/26/2019
23
7.5680
2.04
325.2
51,376
40,683
0
21
59
55,328
9/27/2019
24
7.5680
2.02
309.6
64,715
38,215
0
41
58
52,158
9/28/2019
39
7.5680
1.95
194.2
64,054
23,485
0
63
59
31,583
9/29/2019
17
7.5680
1.92
445.5
59,022
54,246
0
8
58
71,337
9/30/2019
7.5680
0.0
41,806
0
0
100
58
0
Total 1,721 227.04 54.95 5,483.4 1,447,855 661,627 0 1,649 1,779 902,674
Samples 28 30 28 30 30 30 30 30 30 30
Average 61 7.5680 1.96 182.8 48,262 22,054 0 56 59 30,089

10/29/2019 04:24:13AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
9/1/2019 to 9/30/2019
Date
Dig#1Temp
Deg F
382
D1g#2Temp
Deg F
383
Dig#3Temp
Deg F
384
Dig#4Temp
Deg F
386
Dig#5Temp
Deg F
386
Dig#8Temp
Deg F
387
9/1/2019
97
99
97
97
98
98
9/2/2019
97
99
97
97
98
98
9/3/2019
97
98
97
97
99
99
9/4/2019
99
98
97
98
99
100
9/5/2019
99
98
97
98
99
100
9/6/2019
99
98
97
98
99
100
9/7/2019
99
98
97
98
99
100
9/8/2019
99
98
97
98
99
100
9/9/2019
99
98
97
98
99
100
9/10/2019
99
98
97
98
99
100
9/11/2019
99
98
97
98
99
100
9/12/2019
99
98
97
98
99
99
9/13/2019
99
98
97
98
99
99
9/14/2019
98
98
98
99
98
98
9/15/2019
98
98
98
98
98
98
9/16/2019
98
98
98
98
98
98
9/17/2019
98
98
98
98
98
98
9/18/2019
98
96
97
97
96
96
9/19/2019
97
96
97
97
97
98
9/20/2019
97
98
98
97
98
98
9/21/2019
97
99
99
97
98
98
9/22/2019
97
99
99
97
98
98
9/23/2019
97
98
98
97
97
97
9/24/2019
97
98
98
97
97
97
9/25/2019
97
98
98
96
97
97
9/26/2019
97
98
98
96
97
97
9/27/2019
98
98
98
96
97
97
9/28/2019
98
98
98
96
97
97
9/29/2019
98
98
98
97
98
97
9/30/2019
99
99
99
98
99
99
Total 2,940 2,941 2,928 2,922 2,943 2,951
Samples 30 30 30 30 30 30
Average 98 98 98 97 98 98
Digester Temperature monthly average is 97°F.

11/21/2019 08:37:35 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
10/1/2019 10/31/2019
Page 4
Date 1483
Dig SRT
Days %TS
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferlb
%TS
lb %TS/d
136
10/1/2019
159
7.5680
1.97
47.6
42,232
5,836
0
86
59
7,821
10/2/2019
27
7.5680
1.94
279.8
44,676
33,136
0
26
59
45,271
10/3/2019
50
7.5680
2.06
150.6
47,202
19,217
0
59
59
25,874
10/4/2019
127
7.5680
2.31
59.4
57,811
8,372
0
86
59
11,444
10/5/2019
36
7.5680
1.98
212.6
37,060
25,887
0
30
58
35,107
10/6/2019
68
7.5680
2.17
111.0
39,328
14,719
0
63
59
20,089
10/7/2019
31
7.5680
2.02
247.1
37,431
30,706
0
18
58
41,628
10/8/2019
136
7.5680
2.02
55.5
50,494
6,943
0
86
58
9,350
10/9/2019
j 31
7.5680
2.14
242.7
38,420
31,981
0
17
57
43,316
10/10/2019
129
7.5680
2.00
58.8
42,961
7,111
0
83
58
9,808
10/11/2019
21
7.5680
1.94
363.2
61,238
42,710
0
30
57
58,764
10/12/2019
27
7.5680
1.96
285.4
58,847
34,275
0
42
57
46,653
10/13/2019
22
7.5680
1.97
339.2
52,818
40,737
0
23
57
55,730
10/14/2019
27
7.5680
1.98
284.9
51,506
34,691
0
33
56
47,046
10/15/2019
74
7.5680
2.02
102.8
48,861
12,517
0
74
56
17,319
10/16/2019
7.5680
0.0
58,356
0
0
100
57
0
10/17/2019
172
7.5680
1.99
44.1
51,466
5,333
0
90
57
7,319
10/18/2019
40
7.5680
1.95
187.7
47,641
22,855
0
52
57
30,526
10/19/2019
31
7.5680
1.94
241.0
52,748
28,943
0
45
57
38,993
10/20/2019
34
7.5680
1.89
222.9
51,859
26,212
0
49
57
35,135
10/21/2019
50
7.5680
1.89
152.7
52,964
17,829
0
66
57
24,069
10/22/2019
31
7.5680
1.89
242.7
55,814
28,540
0
49
56
38,256
10/23/2019
33
7.5680
1.90
228.0
62,604
26,811
0
57
56
36,129
10/24/2019
86
7.5680
1.97
88.1
69,138
10,727
0
84
57
14,475
10/25/2019
15
7.5680
2.03
513.8
65,558
64,276
0
2
56
86,987
10/26/2019
45
7.5680
2.05
166.5
58,187
20,968
0
64
56
28,467
10/27/2019
18
7.5680
2.03
411.0
53,678
52,102
0
3
55
69,583
10/28/2019
53
7.5680
2.04
142.0
53,497
17,883
0
67
55
24,159
10/29/2019
50
7.5680
2.08
151.8
58,273
19,370
0
67
55
26,333
10/30/2019
77
7.5680
2.08
97.9
66,492
12,411
0
81
56
16,983
10/31/2019
32
7.5680
1.88
233.8
79,144
27,493
0
65
56
36,658
Total 1,733 234.61 b0.u9 5,964.6 1,648,304 730,591 0 1,698 1,765 989,292
Samples 30 31 30 31 31 31 31 31 31 31
Average 58 7.5680 2.00 192.4 53,171 23,567 0 55 57 31,913

11/21/2019 08:37:32 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
10/1/2019 to 10/31/2019
Date
Dig#lTemp
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
10/1 /2019
99
99
99
98
99
99
10/2/2019
97
97
98
98
99
99
10/3/2019
100
98
100
97
97
98
10/4/2019
99
98
99
98
97
98
10/5/2019
99
97
99
98
97
97
10/6/2019
99
99
99
99
99
98
10/7/2019
98
100
98
99
100
99
10/8/2019
98
99
98
99
99
99
10/9/2019
97
98
100
98
99
98
10/10/2019
99
98
100
99
98
99
10/11/2019
98
98
99
98
98
98
10/12/2019
97
97
99
98
98
97
10/13/2019
97
96
98
98
97
98
10/14/2019
96
98
98
98
97
98
10/15/2019
96
99
97
97
97
97
10/16/2019
96
98
96
97
97
97
10/17/2019
96
98
96
97
97
97
10/18/2019
96
98
96
97
97
97
10/19/2019
96
98
96
97
97
97
10/20/2019
96
98
96
97
97
97
10/21/2019
96
98
96
97
97
97
10/22/2019
96
98
96
97
97
97
10/23/2019
96
98
96
97
97
97
10/24/2019
96
98
96
96
98
96
10/25/2019
97
97
96
96
97
97
10/26/2019
97
97
97
97
97
97
10/27/2019
98
98
97
97
96
97
10/28/2019
98
97
98
98
97
98
10/29/2019
98
99
98
99
98
99
10/30/2019
98
100
97
98
98
99
10/31/2019
97
98
98
97
97
98
Total 3,016 3,039 3,026 3,626 3,025 3,029
Samples 31 31 31 31 31 31
Average 97 98 98 98 98 98
Digester Temperature monthly average is 97°F.

12/18/2019 05:41:04 AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
11/1/2019 11/30/2019
Page 4
Dig SRT
Days %TS
Date 483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig Vol lb Dig Vol It, PDSI Dig Dig Transferlb
Feed Transfer %VSR, %VSR 90 %TS
Daily day
AMBM AMBM
Vol Ib/d Vol Ib/d Vol Ib/d % % lb %TS/d
463 423 424 1368 1370 136
11/1/2019
11/2l2019
11/3/2019
11/4/2019
11/5/2019
11/6/2019
11/7/2019
11/8/2019
11/912019
33
55
34
42
54
44
29
33
47
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5686
2.07
2.26
1.86
1.97
2.10
2.05
1.93
1.89
1.93
231.7
137.1
220.3
179.0
139.2
170.E
262.3
232.0
161.E
65,371
68,419
58,434
49,145
48,938
62,775
68,201
64,307
56,180
29,565
18,638
25,171
21,646
17,762
21,057
31,064
27,282
19,273
0
0
0
0
0
0
0
0
0
55
73
57
56
64
66
54
58
66
56
56
56
56
56
56
55
55
55
40,000
25,841
34,174
29,409
24,379
29,167
42,220
36,569
26,011
11/10/2019
11/11/2019
36
47
7.5680
7.5680
1.91
1.93
208.9
160.6
48,990
EEO19,153
24,740
0
0
49
67
56
56
33,277
25,850
11/12/2019
28
7.5680
1.91
273.2
59,988
32,355
0
46
55
43,519
11/13/2019
34
7.5680
1.92
221.2
52,193
26,196
0
50
55
35,420
11/14/2019
91
7.5680
1.91
83.2
50,548
9,784
0
81
56
13,253
11/15/2019
11/16/2019
11/17/2019
11/18/2019
11/19/2019
11/20/2019
11/21/2019
11/22/2019
11/23/2019
11/24/2019
11/25/2019
11/26/2019
11/27/2019
11/28/2019
11/29/2019
11l30/2019
31
49
36
46
31
34
26
20
47
20
49
20
40
28
35
27
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
7.5680
2.00
1.93
1.97
1.91
1.89
1.88
1.99
1.99
1.96
1.97
1.98
1.99
1.94
1.97
2.25
2.18
246.9
153.E
211.9
163.7
246.6
224.0
292.8
380.9
162.5
373.5
154.E
380.0
190.2
272.8
216.3
285.1
55,609
51,286
47,551
59,709
66,471
63,128
75,897
72,600
72,662
76,885
70,249
69,056
72,431
85,590
60,881
58,553
30,475
18,319
25,802
19,387
28,793
25,967
35,897
47,333
19,787
45,790
19,083
45,953
22,842
33,672
30,487
39,946
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
45
64
46
68
57
59
53
35
73
40
73
33
68
61
50
32
55
55
56
56
56
56
56
55
55
55
56
55
56
56
56
56
41,183
24,724
34,815
26,076
38,871
35,121
48,595
63,216
26,563
61,365
25,529
63,067
30,774
44,820
40,589
51,835
L(1 A A
I VldI -1,140 ZZIX4 '-" 6,63613 1,869,717 813,219 0 1,697 1,669 1,096,232
Samples 30 30 30 30 30 30 30 30 30 30
r%VCidye 30 /.bbbU 1.98 221.2 62,324 27,107 0 57 56 36,541

12/18/2019 05:41:01 AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
11/1/2019 to 11/30/2019
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
11/1/2019
98
97
99
98
98
99
11/2/2019
99
99
99
98
99
98
11/3/2019
99
101
99
99
98
98
11/4/2019
99
99
99
98
98
100
11/5/2019
98
99
99
99
100
99
11/6/2019
98
98
99
99
99
99
11/7/2019
98
98
99
99
99
99
11/8/2019
98
98
99
99
99
99
11/9/2019
98
98
99
99
99
99
11/10/2019
98
98
99
gg
gg
99
11/11/2019
98
98
99
99
99
99
11/12/2019
98
98
99
99
99
99
11/13/2019
98
98
99
99
99
99
11/14/2019
98
98
97
97
98
98
11/15/2019
97
98
96
96
98
99
11/16/2019
98
98
97
97
97
97
11/17/2019
97
96
99
97
97
96
11/18/2019
96
96
98
96
97
97
11/19/2019
96
97
97
97
97
97
11/20/2019
97
97
97
98
96
96
11/21/2019
97
96
97
97
97
96
11/22/2019
96
95
97
97
97
98
11/23/2019
98
96
97
97
97
97
11/24/2019
96
97
96
98
98
98
11/25/2019
97
96
99
97
97
96
11/26/2019
97
97
97
99
98
99
11/27/2019
98
98
98
98
98
98
11/28/2019
96
97
101
97
97
97
11/29/2019
97
97
100
98
96
99
11/30/2019
98
101
100
99
97
100
Total
2,926
2,929
2,950
2,939
2,937
2,944
Samples
30
30
30
30
30
30
Average
98
98
98
98
98
98
Digester Temperature monthly average is 98°F.

01/21/2020 04:43:15AM LAND APPLIED BIOSOLIDS
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
12/1/2019 12/31/2019
Page 4
Date
Dig SRT
Days %TS
483
Dig Vol
MG
529
DigTransfer
%TS
%
136
Dig Transfer
Flow
TGD
344
Vol lb Dig
Feed
Vol Ib/d
463
Vol lb Dig
Transfer
Vol Ib/d
423
Vol lb PDSI
Vol Ib/d
424
Dig
%VSR,
Daily
AMBM
%
1368
Dig
%VSR 90
day
AMBM
%
1370
Transferlb
%TS
lb %TS/d
136
12/1/2019
68
7.5680
2.18
111.0
58,229
15,182
0
74
56
20,181
12/2/2019
24
7.5680
1.98
320.3
60,338
39,268
0
35
55
52,892
12/3/2019
83
7.5680
2.07
91.1
58,365
11,776
0
80
56
15,727
12/4/2019
27
7.5680
1.94
283.7
64,908
33,361
0
49
56
45,902
12/5/2019
31
7.5680
1.80
247.8
64,869
26,866
0
59
55
37,200
12/6/2019
36
7.5680
1.85
210.0
64,437
23,469
0
64
56
32,401
12/7/2019
37
7.5680
1.87
201.9
61,949
23,069
0
63
56
31,488
12/8/2019
48
7.5680
1.85
159.2
58,983
17,924
0
70
56
24,563
12/9/2019
20
7.5680
1.84
384.7
56,905
43,313
0
24
56
59,035
12/10/2019
88
7.5680
1.84
85.6
66,883
9,566
0
86
56
13,136
12/11/2019
30
7.5680
1.81
251.5
70,392
27,687
0
61
56
37,965
12/12/2019
33
7.5680
1.80
232.2
62,488
25,756
0
59
57
34,858
12/13/2019
64
7.5680
1.87
117.5
70,571
13,621
0
81
56
18,325
12/14/2019
27
7.5680
1.82
284.0
55,587
31,976
0
42
56
43,108
12/15/2019
27
7.5600
1.82
281.6
55,293
31,470
0
43
56
42,744
12/16/2019
37
7.5600
1.75
204.2
53,501
21,969
0
59
56
29,803
12/17/2019
36
7.5600
1.75
212.1
56,306
22,819
0
59
56
30,956
12/18/2019
28
7.5600
1.77
267.4
56,896
28,992
0
49
56
39,473
12/19/2019
17
7.5600
1.20
440.8
56,982
27,204
0
52
56
44,115
12/20/2019
77
7.5600
1.80
97.9
60,951
10,859
0
82
56
14,697
12/21/2019
62
7.5600
1.91
122.4
58,928
14,291
0
76
57
19,498
12/22/2019
49
7.5600
1.91
155.3
58,584
18,392
0
69
57
24,738
12/23/2019
18
7.5600
1.81
420.8
55,248
46,676
0
16
56
63,521
12/24/2019
67
7.5600
1.87
112.6
51,106
13,241
0
74
56
17,561
12/25/2019
59
7.5600
1.86
127.3
48,803
14,439
0
70
57
19,747
12/26/2019
140
7.5600
1.87
53.9
40,379
6,159
0
85
57
8,406
12/27/2019
76
7.5600
1.68
99.1
45,521
10,249
0
77
57
13,885
12/28/2019
28
7.5600
1.68
274.9
47,326
28,429
0
40
58
38,517
12/29/2019
68
7.5600
1.74
111.9
45,281
12,039
0
73
57
16,238
12/30/2019
41
7.5600
1.71
186.3
50,077
19,422
0
61
57
26,569
12/31/2019
32
7.5600
1.73
236.4
62,433
24,842
0
60
57
34,108
Total 1,476 234.47 56.38 6,385.4 1,778,519 694,326 0 1,890 1,745 951,357
Samples 31 31 31 31 31 31 31 31 31 31
Average 48 7.5636 1.82 206.0 57,372 22,398 0 61 56 30,689

01/21/2020 04:43:13AM LAND APPLIED BIOSOLIDS Page 2
ARCHIE ELLEDGE WASTEWATER TREATMENT PLANT Permit No. NCO037834
12/1/2019 to 12/31/2019
Date
Dig#lTemp
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
12/1/2019
99
100
99
97
99
99
12/2/2019
99
98
100
99
99
100
12/3/2019
100
99
99
102
99
101
12/4/2019
100
103
98
102
99
99
12/5/2019
99
101
98
100
99
99
12/6/2019
97
100
97
99
99
100
12/7/2019
97
98
96
98
98
98
12/8/2019
97
97
97
97
97
97
12/9/2019
98
97
98
98
96
97
12/10/2019
97
97
97
98
96
97
12/11/2019
98
97
97
98
97
96
12/12/2019
96
96
97
98
97
96
12/13/2019
96
96
97
97
96
96
12/14/2019
98
95
96
97
97
96
12/15/2019
97
97
98
97
97
97
12/16/2019
97
97
97
97
97
97
12/17/2019
97
96
96
96
97
97
12/18/2019
97
97
97
97
97
96
12/19/2019
96
99
100
96
97
97
12/20/2019
98
98
99
98
98
98
12/21/2019
96
97
98
97
99
98
12/22/2019
97
97
97
97
99
98
12/23/2019
97
98
96
97
97
96
12/24/2019
100
96
97
97
96
98
12/25/2019
99
97
97
97
96
100
12/26/2019
98
98
97
97
96
99
12/27/2019
97
97
96
97
98
98
12/28/2019
97
98
99
97
100
98
12/29/2019
98
99
98
98
100
99
12/30/2019
98
99
99
99
99
99
12/31/2019
97
98
99
98
99
99
Total 3,027 3,032 3,026 3,032 3,030 3,035
Samples 31 31 31 31 31 31
Average 98 98 98 98 98 98
Digester Temperature monthly average 98'F.

Winston-Salem / Forsyth County Utilities Commission Annual Monitoring Data
for Class B Biosolids — 2019
MUDDY CREEK WWTP
NPDES Permit # NC0050342
Pathogen and Vector Attraction Reduction Summaries,
Examples and Operational Data

Page 1
Muddy Creek WWTP
NPDES Permit # NC0050342
2019 Compliance Summary
Pathogen Reduction PSRP Data for Class B Residuals
Anaerobic Digester System
Month *
Di ester S stem
SRT(days)**
Monthly Average
Temp. OF
Monthly Average
January
36
90
February
33
90
March
24
87
April
29
92
May
37
94
June
32
94
July
39
95
August
38
96
September
46
99
October
44
102
November
46
98
December
33
101
* Bi-monthly monitoring is required but frequency is actually on a monthly basis.
** SRT = Solids Retention Time; based on % Total Solids.

Page 2
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 2019 LAND APPLIED BIOSOLIDS REPORT, 'Page 4', for the Muddy
Creek VWWTP 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, 2019:
r [[Dig Vol (MG)1 x 8.34 x [Dig Trans %TS M11
[[Dig Trans %TS (%)] x. 8.34 x [Trans Flo (TGD)/1000]]
or
[4.8880 x 8.34 x 0.01191 = 0.4851 = 28.3 or
[0.0119 x 8.34 x (172.7/1000)] 0.0171
as shown on the report, 28 Days SRT at an average of 90°F.

EXAMPLE LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
01 /01 /19 TO 01 /31 /19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
i
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
1/1/2019
28
4.8880
1.19
172.7
15,589
12,099
0
22
58
17,140
26
4.8880
1.57
19=
26,159
17,399
0
33
58
25,062
1/3/2019
39
4.8880
1.10
126.1
23,469
7,888
0
66
58
11,568
1/4/2019
28
4.8880
1.18
172.4
22,924
11,934
0
48
58
16,966
1/5/2019
27
4.8880
1.45
179.1
28,632
14,937
0
48
57
21,659
1/6/2019
29
4.8880
1.28
166.9
32,965
12,249
0
63
57
17,817
1/7/2019
35
4.8880
0.95
141.4
28,050
7,665
0
73
58
11,203
1/8/2019
45
4.8880
0.71
108.7
25,546
4,442
0
83
58
6,437
1/9/2019
24
4.8880
1.12
201.2
26,025
13,088
0
50
58
18,794
1/10/2019
30
4.8880
0.91
165.2
21,046
8,680
0
59
58
12,538
1/11/2019
32
4.8880
1.08
151.4
21,161
9,344
0
56
59
13,637
1/12/2019
24
4.8880
0.94
200.2
16,999
10,686
0
37
58
15,695
1/13/2019
46
4.8880
0.87
107.4
15,808
5,374
0
66
59
7,793
1/14/2019
24
4.8880
0.91
203.2
20,803
10,677
0
49
59
15,422
1/15/2019
34
4.8880
1.00
143.0
22,451
7,991
0
64
59
11,926
1/16/2019
55
4.8880
0.93
88.4
25,292
4,718
0
81
59
6,856
1/17/2019
31
4.8880
0.91
159.4
21,149
8,375
0
60
59
12,098
1/18/2019
28
4.8880
0.94
172.9
24,968
9,229
0
63
59
13,555
1/19/2019
41
4.8880
0.87
119.0
22,082
5,756
0
74
59
8,634
1/20/2019
41
4.8880
1.05
118.2
52,823
7,196
0
86
59
10,351
1/21/2019
49
4.8880
1.09
99.0
49,728
6,110
0
88
60
9,000
1/22/2019
4.8880
0.0
31,892
0
0
100
60
0
1/23/2019
4.8880
0.0
22,312
0
0
100
61
0
1/24/2019
15
4.8880
1.25
320.7
21,311
22,734
0
-7
60
33,433
1/25/2019
21
4.8880
1.08
231.8
24,311
14,499
0
40
59
20,879
1/26/2019
25
4.8880
0.93
193.1
26,589
10,468
0
61
59
14,977
1/27/2019
19
4.8880
0.99
252.4
33,258
14,314
0
57
59
20,840
1 /28/2019
82
4.8880
1.04
59.7
31,237
3,585
0
89
60
5,178
1/29/2019
25
4.8880
1.17
198.8
29,504
13,430
0
54
60
19,399
1/30/2019
118
4.8880
1.08
41.5
32,770
2,561
0
92
60
3,738
1/31/2019
26
4.8880
1.25
188.9
32,004
13,706
0
57
60
19,693
imai -I,u4a-I01.0ZOU 3U.t$4 4,b[4.1 UtS,bb/ ZW1,134 U 1,913 1,622 422,288
Samples 29 31 29 31 31 31 31 31 31 31
Average 36 4.8880 1.06 150.8 26,737 9,391 0 62 59 13,622

EXAMPLE LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
01/01/19 TO 01/31/19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
01 /01 /19
90
91
91
01/02/19
90
91
90
01/03/19
90
90
92
01/04/19
90
90
91
01/05/19
90
91
90
01/06/19
89
91
90
01/07/19
93
90
90
01/08/19
88
91
90
01/09/19
87
91
90
01/10/19
87
89
90
01/11/19
87
88
90
01/12/19
88
89
90
01/13/19
87
88
90
01/14/19
88
89
90
01/15/19
89
90
91
01/16/19
90
90
91
01/17/19
91
90
93
01/18/19
91
90
93
01/19/19
94
92
92
01/20/19
95
92
93
01/21/19
92
90
92
01/22/19
90
90
91
01/23/19
90
90
91
01 /24119
92
91
92
01/25/19
90
88
90
01/26/19
90
88
90
01/27/19
90
88
90
01 /28/19
90
88
91
01/29/19
90
90
92
01/30/19
91
89
92
01/31/19
91
90
91
Total
2,790 2,785 2,819
Samples
31 31 31
Average
90 90 91
Digester Temperature monthly average is 90°F.

Page 1
Muddy Creek WWTP
NPDES Permit# NC0050342
2019 Compliance Summary
Vector Attraction Reduction Data for Class B Residuals
Anaerobic Digester System
Calculated %VSR (38% Minimum)
90-Day Moving Average VAR Option 1
Month * I
Digester System
January
59
February
61
March
55
April
52
May
50
June
54
July
55
August
55
September
54
October
52
November
50
December
44
" 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 2
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 2019.
%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 PDSI' 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 uaq lified 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, 2019 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 Ibs Dig. Feed — [Volatile Ibs Dig. Transfer to Blending Tanks + Volatile Ibs Dig. Transfer to Lagoons]
X100=%VSR
Volatile Ibs Digester Feed
FROM ATTACHED DATA SHEETS for January 1, 2019:
Vol lb Dig Feed - [Vol lb Dig Trans + Vol lb PDSI]
(Feed) (Transfer) X 100 = %VSR
Vol lb Dig Feed
(Feed)
15589 —12099 = 3490 X 100 = 22 %VSR Daily; 90-day moving Avg. %VSR = 58.
15589• 15589

EXAMPLE LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
01/01/19 TO 01/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ibld
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
1/1/2019
28
4.8880
1.19
172.7
15,589
12,099
0
22
58
17,140
1/2/2019
26
4.8880
1.57
191.4
,159
17,3 99
0
33
58
25,062
1/3/2019
39
4.8880
1.10
126.1
23,469
7,888
0
66
58
11,568
1/4/2019
28
4.8880
1.18
172.4
22,924
11,934
0
48
58
16,966
1/5/2019
27
4.8880
1.45
179.1
28,632
14,937
0
48
57
21,659
1/6/2019
29
4.8880
1.28
166.9
32,965
12,249
0
63
57
17,817
1/7/2019
35
4.8880
0.95
141.4
28,050
7,665
0
73
58
11,203
1/8/2019
45
4.8880
0.71
108.7
25,546
4,442
0
83
58
6,437
1/9/2019
24
4.8880
1.12
201.2
26,025
13,088
0
50
58
18,794
1/10/2019
30
4.8880
0.91
165.2
21,046
8,680
0
59
58
12,538
1/11/2019
32
4.8880
1.08
151.4
21,161
9,344
0
56
59
13,637
1/12/2019
24
4.8880
0.94
200.2
16,999
10,686
0
37
58
15,695
1/13/2019
46
4.8880
0.87
107.4
15,808
5,374
0
66
59
7,793
1/14/2019
24
4.8880
0.91
203.2
20,803
10,677
0
49
59
15,422
1/15/2019
34
4.8880
1.00
143.0
22,451
7,991
0
64
59
11,926
1/16/2019
55
4.8880
0.93
88.4
25,292
4,718
0
81
59
6,856
1/17/2019
31
4.8880
0.91
159.4
21,149
8,375
0
60
59
12,098
1/18/2019
28
4.8880
0.94
172.9
24,968
9,229
0
63
59
13,555
1/19/2019
41
4.8880
0.87
119.0
22,082
5,756
0
74
59
8,634
1/20/2019
41
4.8880
1.05
118.2
52,823
7,196
0
86
59
10,351
1/21/2019
49
4.8880
1.09
99.0
49,728
6,110
0
88
60
9,000
1/22/2019
4.8880
0.0
31,892
0
0
100
60
0
1/23/2019
4.8880
0.0
22,312
0
0
100
61
0
1/24/2019
15
4.8880
1.25
320.7
21,311
22,734
0
-7
60
33,433
1/25/2019
21
4.8880
1.08
231.8
24,311
14,499
0
40
59
20,879
1/26/2019
25
4.8880
0.93
193.1
26,589
10,468
0
61
59
14,977
1/27/2019
19
4.8880
0.99
252.4
33,258
14,314
0
57
59
20,840
1/28/2019
82
4.8880
1.04
59.7
31,237
3,585
0
89
60
5,178
1/29/2019
25
4.8880
1.17
198.8
29,504
13,430
0
54
60
19,399
1/30/2019
118
4.8880
1.08
41.5
32,770
2,561
0
92
60
3,738
1/31/2019
26
4.8880
1.25
188.9
32,004
13,706
0
57
60
19,693
lotal 1,U49 151.5z8U 30.64 4,674.1 826,557 291,134 0 1,913 1,822 422,288
Samples 29 31 29 31 31 31 31 31 31 31
Average 36 4.8880 1.06 150.8 26,737 9,391 0 62 59 13,622

02/12/2019 08:31:59 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
01/01/19 TO 01/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
367
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
' Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
1/1/2019
28
4.8880
1.19
172.7
15,589
12,099
0
22
58
17,140
1/2/2019
26
4.8880
1.57
191.4
26,159
17,399
0
33
58
25,062
1/3/2019
39
4.8880
1.10
126.1
23,469
7,888
0
66
58
11,568
1/4/2019
28
4.8880
1.18
172.4
22,924
11,934
0
48
58
16,966
1/5/2019
27
4.8880
1.45
1 179.1
28,632
14,937
0
48
57
21,659
1/6/2019
29
4.8880
1.28
166.9
32,965
12,249
0
63
57
17,817
1/7/2019
35
4.8880
0.95
141.4
28,050
7,665
0
73
58
11,203
1/8/2019
45
4.8880
0.71
108.7
25,546
4,442
0
83
58
6,437
1/9/2019
24
4.8880
1.12
201.2
26,025
13,088
0
50
58
18,794
1/10/2019
30
4.8880
0.91
165.2
21,046
8,680
0
59
58
12,538
1/11/2019
32
4.8880
1.08
151.4
21,161
9,344
0
56
59
13,637
1/12/2019
24
4.8880
0.94
200.2
16,999
10,686
0
37
58
15,695
1/13/2019
46
4.8880
0.87
107.4
15,808
5,374
0
66
59
7,793
1/14/2019
24
4.8880
0.91
203.2
20,803
10,677
0
49
59
15,422
1/15/2019
34
4.8880
1.00
143.0
22,451
7,991
0
64
59
11,926
1/16/2019
55
4.8880
0.93
88.4
25,292
4,718
0
81
59
6,856
1/17/2019
31
4.8880
0.91
159.4
21,149
8,375
0
60
59
12,098
1/18/2019
28
4.8880
0.94
172.9
24,968
9,229
0
63
59
13,555
1/19/2019
41
4.8880
0.87
119.0
22,082
5,756
0
74
59
8,634
1/20/2019
41
4.8880
1.05
118.2
52,823
7,196
0
86
59
10,351
1/21/2019
49
4.8880
1.09
99.0
49,728
6,110
0
88
60
9,000
1/22/2019
4.8880
0.0
31,892
0
0
100
60
0
1/23/2019
4.8880
0.0
22,312
0
0
100
61
0
1/24/2019
15
4.8880
1.25
320.7
21,311
22,734
0
-7
60
33,433
1/25/2019
21
4.8880
1.08
231.8
24,311
14,499
0
40
59
20,879
1/26/2019
25
4.8880
0.93
193.1
26,589
10,468
0
61
59
14,977
1/27/2019
19
4.8880
0.99
252.4
33,258
14,314
0
57
59
20,840
1/28/2019
82
4.8880
1.04
59.7
31,237
3,585
0
89
60
5,178
1/29/2019
25
4.8880
1.17
198.8
29,504
13,430
0
54
60
19,399
1/30/2019
118
4.8880
1.08
41.5
32,770
2,561
0
92
60
3,738
1/31/2019
26
4.8880
1.25
188.9
32,004
13,706
0
57
60
19,693
Total
1,049 151.5280
30.84
4,674.1
828,857
291,134
0
1,913
1,822
422,288
Samples
29
31 -
29
31
31
31
31
31
31
31
Average
36
4.8880
1.06
150.8
26,737
9,391
0
62
59
13,622

02/11/2019 07:15:02AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
01/01/19 TO 01/31/19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
01/01/19
90
91
91
01/02/19
90
91
90
01/03/19
90
90
92
01/04/19
90
90
91
01 /05/19
90
91
90
01/06/19
89
91
90
01/07/19
93
90
90
01/08/19
88
91
90
01/09/19
87
91
90
01/10/19
87
89
90
01/11/19
87
88
90
01/12/19
88
89
90
01/13/19
87
88
90
01/14/19
88
89
90
01/15/19
89
90
91
01/16/19
90
90
91
01/17/19
91
90
93
01/18/19
91
90
93
01/19/19
94
92
92
01/20/19
95
92
93
01/21/19
92
90
92
01/22/19
90
90
91
01/23/19
90
90
91
01 /24/19
92
91
92
01/25/19
90
88
90
01/26/19
90
88
90
01/27/19
90
88
90
01/28/19
90
88
91
01 /29119
90
90
92
01/30/19
91
89
92
01/31/19
91
90
91
Total
2,790 2,785 2,819
Samples
31 31 31
Average
90 90 91
Digester Temperature monthly average is 90°F.

03/13/2019 09:39:23AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
02/01/19 TO 02/28/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ibld
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
Ib %TS
741
2/1/2019
38
4.8880
1.09
127.8
21,171
8,100
0
62
60
11,618
2/2/2019
26
4.8880
1.53
188.9
24,383
17,015
0
30
60
24,104
2/3/2019
37
4.8880
1.63
133.2
36,403
12,886
0
65
60
18,107
2/4/2019
24
4.8880
1.04
204.5
38,765
12,280
0
68
60
17,738
2/5/2019
35
4.8880
1.12
139.3
32,578
8,829
0
73
61
13,012
2/6/2019
27
4.8880
0.92
180.4
30,666
9,930
0
68
61
13,842
2/7/2019
30
4.8880
1.22
164.9
27,499
11,690
0
57
61
16,778
2/8/2019
25
4.8880
1.45
192.9
30,592
16,249
0
47
61
23,327
2/9/2019
30
4.8880
1.10
163.8
30,389
10,792
0
64
61
15,027
2/10/2019
44
4.8880
1.03
111.2
27,483
6,863
0
75
61
9,552
2/11/2019
44
4.8880
1.09
110.0
24,217
7,064
0
71
61
10,000
2/12/2019
26
4.8880
1.00
191.0
41,827
11,310
0
73
61
15,929
2/13/2019
31
4.8880
1.02
158.5
35,832
9,385
0
74
62
13,483
2/14/2019
32
4.8880
0.98
150.7
25,616
8,672
0
66
62
12,317
2/15/2019
42
4.8880
0.97
117.2
26,547
6,842
0
74
62
9,481
2/16/2019
27
4.8880
1.03
178.8
31,548
10,886
0
65
61
15,359
2/17/2019
35
4.8880
1.07
141.2
28,068
8,832
0
69
61
12,600
2/18/2019
29
4.8880
0.98
169.4
40,704
9,890
0
76
61
13,845
2/19/2019
30
4.8880
1.02
161.9
44,428
9,452
0
79
61
13,773
2/20/2019
24
4.8880
1.06
205.6
26,097
12,346
0
53
61
18,176
2/21/2019
20
4.8880
1.12
239.4
31,428
15,174
0
52
62
22,362
2/22/2019
27
4.8880
1.46
183.4
24,354
14,531
0
40
62
22,332
2/23/2019
46
4.8880
1.32
106.7
24,283
7,030
0
71
63
11,746
2/24/2019
22
4:8880
1.36
221.0
9,368
15,482
0
-65
61
25,067
2/25/2019
26
4.8880
1.92
185.1
5,868
14,820
0
-153
59
29,640
2/26/2019
28
4.8880
1.54
173.7
12,245
12,603
0
-3
58
22,309
2/27/2019
37
4.8880
2.59
130.4
28,234
15,443
0
45
58
28,167
2/28/2019
81
4'8880
3.43
60.2
21,360
8,636
0
60
58
17,221
Total 924 136.8640 37.09 4,491.1 781,953 313,032 0 1,356 1,700 476,912
Samples 28 28 28 28 28 28 28 28 28 28
Average 33 4.8880 1.32 160.4 27,927 11,180 0 48 61 17,033

03/13/2019 09:39:25 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
02/01/19 TO 02/28/19 ,
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
02/01/19
90
90
91
02/02/19
91
90
91
02/03/19
91
91
92
02/04/19
91
92
92
02/05/19
92
91
92
02/06/19
92
91
92
02/07/19
92
92
92
02/08/19
92
92
92
02/09/19
91
91
92
02/10/19
92
90
92
02/11/19
91
90
91
02/12/19
92
91
92
02/13/19
92
91
92
02/14/19
92
90
92
02/15/19
92
91
92
02/16/19
92
92
92
02/17/19
92
92
92
02/18/19
92
91
92
02/19/19
91
90
92
02/20/19
91
90
92
02/21/19
91
90
92
02/22/19
90
90
90
02/23/19
90
88
90
02/24/19
90
88
90
02/25/19
90
88
90
02/26/19
90
90
90
02/27/19
90
90
91
02/28/19
90
89
90
Total
2,552 2,531 2,560
Samples
28 28 , 28
Average
91 90 91
Digester Temperature monthly average is 90°F.

04/26/2019 05:38:28 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO060342
03/01 /19 TO 03/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ibld
428
Vol lb
PDSI
Vol Ibld
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
3/1/2019
27
4.8880
1.65
183.7
29,649
12,716
0
57
58
25,279
3/2/2019
24
4.8880
1.34
201.6
33,057
12,610
0
62
58
22,530
3/3/2019
20
4.8880
2.39
247.9
23,604
27,291
0
-16
57
49,413
3/4/2019
28
4.8880
1.48
174.0
22,425
12,190
0
46
57
21,477
3/5/2019
22
4.8880
1.26
222.6
20,625
13,367
0
35
56
23,392
3/6/2019
21
4.8880
1.56
234.3
29,833
16,805
0
44
56
30,483
3/7/2019
37
4.8880
1.20
130.8
36,593
7,200
0
80
57
13,090
3/8/2019
34
4.8880
1.30
141.9
23,890
8,639
0
64
-57
15,385
3/9/2019
29
4.8880
1.79
168.8
35,243
13,092
0
63
56
25,199
3/10/2019
21
4.8880
1.30
230.5
61,014
13,841
0
77
57
24,991
3/11/2019
19
4.8880
1.19
260.5
31,144
14,991
0
52
56
25,854
3/12/2019
17
4.8880
1.24
281.6
32,534
17,144
0
47
56
29,122
3/13/2019
15
4.8880
1.36
325.4
51,249
21,711
0
58
56
36,908
3/14/2019
14
4.8880
1.10
357.4
29,285
19,673
0
33
56
32,788
3/15/2019
21
4.8880
1.57
236.1
31,145
17,919
0
42
56
30,914
3/16/2019
26
4.8880
1.02
191.3
15,649
9,892
0
37
55
16,274
3/17/2019
26
4.8880
1.15
187.2
25,498
10,773
0
58
55
17,954
3/18/2019
18
4.8880
1.14
275.5
29,205
15,854
0
46
55
26,193
3/19/2019
16
4.8880
0.94
300.3
25,013
14,526
0
42
55
23,542
3/20/2019
23
4.8880
1.12
208.5
25,364
11,651
0
54
55
19,476
3/21/2019
26
4.8880
1.00
189.8
25,393
9,814
0
61
54
15,829
3/22/2019
23
4.8880
1.66
213.3
19,382
18,857
0
3
54
29,530
3/23/2019
20
4.8880
1.18
239.0
18,238
14,750
0
19
53
23,520
3/24/2019
22
4.8880
1.07
219.4
19,774
12,260
0
38
53
19,579
3/25/2019
23
4.8880
1.05
210.0
23,866
11,734
0
51
53
18,390
3/26/2019
31
4.8880
1.18
159.5
27,100
10,243
0
62
53
15,697
3/27/2019
28
4.8880
1.18
173.5
27,045
10,997
0
59
53
17,074
3/28/2019
36
4.8880
1.15
136.8
21,251
8,557
0
60
53
13,120
3/29/2019
23
4.8880
0.90
214.2
22,630
10,361
0
54
53
16,078
3/30/2019
25
4.8880
1.24
194.3
28,863
13,288
0
54
53
20,094
3l31/2019
28
4.8880
1.34
174.9
30,116 •
13,128
0
56
53
19,546
total 743 151.5280 40.05 6,684.6 875,677 426,874 0 1,498 1,709 718,721
Samples 31 31 31 31 31 31 31 31 31 31
Average 24 4.8880 1.29 215.6 28,248 13,738 0 48 55 23,185

04/24/201 R 05:58:14 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
03/01/19 TO 03/31/19
Page 6
Date
Dig #1
Temp
Deg F
776
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
03/01/19
88
88
88
03/02/19
88
86
88
03/03/19
88
87
88
03/04/19
85
88
86
03/05/19
88
85
88
03/06/19
88
86
88
03/07/19
88
87
87
03/08/19
89
89
86
03/09/19
88
88
85
03/10/19
88
87
85
03/11/19
88
88
85
03/12/19
86
85
84
'03/13/19
86
86
84
03/14/19
87
87
84
03/15/19
86
87
86
03/16/19
87
87
85
03/17/19
87
86
86
03/18/19
86
88
86
03/19/19
86
87
86
03/20/19
87
87
85
03/21 /19
87
87
86
03/22/19
87
87
87
03/23/19
86
88
87
03/24/19
87
87
87
03/25/19
87
89
92
03/26/19
89
90
90
03/27/19
88
90
90
03/28/19
88
90
90
03/29/19
89
90
90
03/30/19
92
91
92
03/31 /19
92
91
92
Total
2,716 2,719 2,703
Samples
31 31 • 31
Average
88 88 87
Digester Temperature monthly average is 87°F.

05/21/2019 10:05:25 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
04101 /19 TO 04/30/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ibld
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig ,
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
4/1/2019
4.8880
0.87
174.8
30,081
8,601
53
12,683
4/2/2019
25
4.8880
0.72
199.0
26,512
8,298
0
69
54
11,950
4/3/2019
30
4.8880
0.86
163.1
30,215
7,889
0
74
54
11,698
4/4/2019
28
4.8880
1.23
176.1
38,406
12,190
0
68
54
18,065
4l5/2019
21
4.8880
1.34
233.4
29,788
18,298
0
39
54
26,084
4/6/2019
26
4.8880
1.08
185.5
24,652
11,758
0
52
54
16,708
4/7/2019
19
4.8880
1.07
250.7
21,415
15,890
0
26
53
22,372
4/8/2019
22
4.8880
1.16
218.7
18,840
14,956
0
21
53
21,158
4/9/2019
25
4.8880
0.89
194.8
23,499
10,073
0
57
53
14,459
4/10/2019
27
4.8880
1.14
182.9
34,549
11,745
0
66
53
17,389
4/11/2019
28
4.8880
1.17
175.3
43,389
11,842
0
73
53
17,105
4/12/2019
21
4.8880
1.15
228.6
30,019
15,633
0
48
53
21,925
4/13/2019
23
4.8880
2.02
213.4
34,623
25,451
0
26
53
35,951
4/14/2019
20
4.8880
1.26
245.3
24,604 1
17,594
0
28
52
25,777
4/15/2019
22
4.8880
0.89
222.3
28,035
10,938
0
61
52
16,500
4/16/2019
19
4.8880
0.91
256.2
22,925
13,034
0
43
52
19,444
4/17/2019
26
4.8880
1.54
189.1
23,533
16,717
0
29
52
24,287
4/18/2019
30
4.8880
1.26
165.1
23,331
12,117
0
48
51
17,349
4/19/2019
40
4.8880
1.06
122.6
29,846
7,566
0
75
51
10,838
4/20/2019
25
4.8880
1.01
192A
25,980
11,553
0
56
51
16,207
4/21/2019
19
4.8880
1.01
260.4
25,107
15,636
0
38
50
21,935
4/22/2019
35
4.8880
1.03
140.7
22,897
8,566
0
63
50
12,086
4/23/2019
75
4.8880
1.91
64.8
23,439
7,350
0
69
50
10,322
4/24/2019
27.
4.8880
1.75
178.5
26,471
18,460
0
30
50
26,052
4/25/2019
27
4.8880
1.45
179.5
23,919
15,270
0
36
50
21,707
4/26/2019
55
4.8880
1.09
88.2
21,419
5,738
0
73
50
8,018
4/27/2019
32
4.8880
1.86
151.3
22,948
16,656
0
27
50
23,470
4/28/2019
30
4.8880
1.31
161.3
24,195
12,645
0
48
49
17,623
4/29/2019
25
4.8880
0.63
195.5
22,117
7,011
0
68
50
10,272
4/30/2019
26
4.8880
1.25
186.1
23,266
13,813
0
41
49
19,401
WWII oou 00.UG 0,0ta0.0 twu,uzu soa,Zoo u 1,451 1,553 548,835
Samples 29 30 30 30 30 30 29 29 30 30
Average 29 4.8880 1.20 186.5 26,667 12,776 0 50 52 18,295

05/21/2019 10:05:29 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
04101 /19 TO 04/30/19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
04/01/19
90
90
92
04/02/19
90
90
92
04/03/19
91
90
92
04/04/19
91
90
92
04/05/19
91
90
91
04/06/19
91
90
92
04/07/19
91
91
92
04/08/19
91
91
92
04/09/19
93
92
93
04/10/19
93
92
93
04/11/19
92
92
91
04/12/19
92
91
92
04/13/19
92
90
92
04/14/19
92
90
92
04/15/19
92
91
92
04/16/19
92
90
92
04/17/19
93
91
92
04/18/19
94
90
94
04/19/19
94
93
92
04/20/19
93
92
92
04/21/19
92
91
92
04/22/19
92
91
92
04/23/19
93
93
93
04/24/19
94
93
94
04/25/19
94
92
92
04/26/19
94
93
94
04/27/19
94
93
94
04/28/19
94
93
94
04/29/19
94
92
94
04/30/19
93
93
94
Total
2,772 2,740 2,775
Samples
30 30 30
Average
92 91 93
Digester Temperature monthly average is 92°F.

06/07/2019 05:17:30 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
05/01/19 TO 05/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
"/oTS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol•Ibld
427
Vol lb
DigTrans
Vol Ibld
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
5/1/2019
35
4.8880
1.52
140.5
23,932
12,655
0
47
49
17,811
5/2/2019
41
4.8880
0.97
118.8
17,058
7,035
0
59
49
9,611
5/3/2019
36
4.8880
0.98
136.0
21,766
7,940
0
64
49
11,116
5/4/2019
31
4.8880
1.07
159.6
24,585
10,249
0
58
49
14,242
5/5/2019
31
4.8880
0.96
155.6
24,927
9,084
0
64
49
12,458
5/6/2019
34
4.8880
0.95
143.2
24,145
8,121
0
66
49
11,346
5/7/2019
34
4.8880
0.94
143.0
27,783
7,991
0
71
49
11,211
5/8/2019
32
4.8880
0.95
152.7
25,640
8,660
0
66
49
12,098
5/9/2019
179
4.8880
0.99
27.3
23,734
1,525
0
94
50
2,254
5/10/2019
37
4.8880
0.92
131.0
26,103
7,211
0
72
50
10,051
5/11/2019
22
4.8880
0.95
224.6
27,124
12,738
0
53
50
17,795
5/12/2019
20
4.8880
0.95
239.3
32,081
13,771
0
57
49
18,960
5/13/2019
20
4.8880
0.94
249.5
28,537
14,150
0
50
49
19,560
5/14/2019
18
4.8880
0.97
275.8
21,123
15,871
0
25
49
22,312
5/15/2019
32
4.8880
0.98
152.2
21,743
8,885
0
59
49
12,440
5/16/2019
27
4.8880
0.98
178.9
21,989
10,593
0
52
48
14,622
5/17/2019
40
4.8880
0.91
123.7
21,067
6,809
0
68
48
9,388
5/18/2019
37
4.8880
1.02
130.9
25,034
8,079
0
68
48
11,135
5/19/2019
38
4.8880
1.04
127.7
26,210
8,094
0
69
48
11,076
5/20/2019
41
4.8880
1.06
118.0
30,321
7,479
0
75
48
10,432
5/21/2019
26
4.8880
1.10
189.7
29,293
12,657
0
57
48
17,403
5/22/2019
47
4.8880
1.08
103.2
29,869
6,713
0
78
48
9,295
5/23/2019
32
4.8880
1.54
153.8
26,910
14,366
0
47
49
19,753
5/24/2019
22
4.8880
1.09
222.1
25,507
14,448
0
43
48
20,190
5/25/2019
33
4.8880
1.57
149.4
26,559
14,204
0
47
50
19,562
5/26/2019
37
4.8880
1.68
132.1
24,461
13,771
0
44
52
18,509
5/27/2019
26
4.8880
0.94
184.5
23,482
9,232
0
61
52
14,464
5/28/2019
32
4.8880
0.80
150.8
27,951
7,294
0
74
53
10,061
5/29/2019
31
4.8880
1.20
155.9
25,362
11,182
0
56
53
15,602
5/30/2019
29
4.8880
1.14
167.0
20,798
11,282
0
46
53
15,878
5/31/2019
34
4.8880
1.05
145.6
15,011
9,229 ,
0
39
52
12,750
Total 1,136 151.5280 33.24 4,882.4 770,105 311,318 0 1,827 1,b3% 433,385
Samples 31 31 31 31 31 31 31 31 31 31
Average 37 4.8880 1.07 157.5 24,842 10,043 0 59 50 13,980
0

06/06/2019 07:30:29 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
05101 /19 TO 05/31 /19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
05/01 /19
94
94
94
05/02/19
94
93
94
05/03/19
94
93
94
05/04/19
94
94
94
05/05/19
94
94
94
05/06/19
94
93
94
05/07/19
94
93
94
05/08/19
94
93
94
05/09/19
94
93
94
05/10/19
94
93
94
05/11/19
94
93
94
05/12/19
95
93
94
05/13/19
94
93
94
05/14/19
93
92
93
05/15/19
93
92
94
05/16/19
93
92
93
05/17/19
94
92
93
05/18/19
94
92
94
05/19/19
94
94
94
05/20/19
94
94
94
05/21/19
94
94
94
05/22/19
95
94
94
05/23/19
94
94
94
05/24/19
94
94
94
05/25/19
95
95
95
05/26/19
96
96
96
05/27/19
96
94
96
05/28/19
96
96
96
05/29/19
96
96
94
05/30/19
96
96
95
05/31/19
95
95
95
Total
2,925 2,904 2,920
Samples
31 31 31
Average
94 94 94
Digester Temperature monthly average is 94°F.

08/07/2019 04:33:06 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
06/01/19 TO 06/30/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
6/1/2019
37
4.8880
1.20
133.7
23,141
9,701
0
58
53
13,381
6/2/2019
53
4.8880
1.00
92.5
21,587
5,554
0
74
53
7,715
6/3/2019
43
4.8880
1.34
113.2
22,105
9,063
0
59
54
12,651
6/4/2019
32
4.8880
1.06
155.0
15,958
10,083
0
37
54
13,703
6/5/2019
33
4.8880
1.00
149.9
25,574
9,126
0
64
53
12,502
6/6/2019
29
4.8880
1.07
167.3
25,558
10,883
0
57
53
14,930
6/7/2019
22
4.8880
1.02
220.2
23,195
13,590
0
41
53
18,732
6/8/2019
44
4.8880
0.96
111.8
26,854
6,620
0
75
53
8,951
6/9/2019
21
4.8880
1.09
229.4
41,546
14,923
0
64
53
20,854
6/10/2019
24
4.8880
1.00
205.2
16,379
12,322
0
25
53
17,114
6/11/2019
26
4.8880
0.99
191.6
18,829
11,186
0
41
53
15,820
6/12/2019
40
4.8880
0.96
123.4
18,476
6,998
0
62
53
9,880
6/13/2019
29
4.8880
1.04
168.4
25,139
10,253
0
59
53
14,606
6/14/2019
28
4.8880
1.08
174.5
23,595
11,352
0
52
53
15,718
6/15/2019
31
4.8880
1.13
156.8
25,945
10,592
0
59
54
14,777
6/16/2019
27
4.8880
1.05
180.8
21,595
11,309
0
48
54
15,833
6/17/2019
45
4.8880
1.29
108.5
21,354
8,144
0
62
54
11,673
6/18/2019
37
4.8880
1.58
133.1
32,428
12,100
0
63
54
17,539
6/19/2019
22
4.8880
1.75
218.8
34,898
22,262
0
36
54
31,934
6/20/2019
25
4.8880
1.33
193.7
29,225
14,862
0
49
54
21,486
6/21/2019
21
4.8880
1.53
237.2
24,126
20,772
0
14
54
30,267
6/22/2019
28
4.8880
1.85
173.3
23,428
18,211
0
22
54
26,738
6/23/2019
28
4.8880
1.24
172.2
27,085
12,207
0
55
54
17,808
6/24/2019
22
4.8880
0.66
218.7
28,002
8,390
0
70
54
12,038
6/25/2019
22
4.8880
0.92
220.9
24,272
11,422
0
53
54
16,949
6/26/2019
40
4.8880
0.78
121.3
22,174
5,463
0
75
54
7,891
6/27/2019
49
4.8880
1.21
99.9
19,832
6,832
0
66
54
10,081
6/28/2019
27
4.8880
1.16
182.0
21,380
11,991
0
44
54
17,607
6/29/2019
32
4.8880
1.36
150.8
17,568
11,571
0
34
54
17,104
6/30/2019
42
4.8880
1.15
116.4
18,885
7,572
0
60
54
11,164
Total 959 146.6400 34.80 4,920.5 720,133 335,354 0 1,579 1,608 477,446
Samples 30 30 30 30 30 30 30 30 30 30
Average 32 4.8880 1.16 164.0 24,004 11,178 0 53 54 15,915

08/06/2019 10:46:25 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. N00050342
06/01/19 TO 06/30/19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
06/01 /19
95
95
95
06/02/19
95
96
95
06/03/19
95
95
95
06/04/19
95
95
94
06/05/19
95
96
95
06/06/19
94
95
94
06/07/19
95
95
95
06/08/19
95
95
94
06/09/19
94
94
94
06/10/19
94
94
94
06/11/19
94
94
95
06/12/19
94
94
95
06/13/19
94
94
94
06/14/19
94
93
94
06/15/19
94
94
94
06/16/19
94
94
94
06/17/19
94
95
94
06/18/19
95
96
94
06/19/19
94
95
94
06/20/19
94
94
94
06/21/19
94
96
94
06/22/19
94
95
94
06/23/19
94
96
94
06/24/19
94
95
94
06/25/19
95
92
94
06/26/19
96
95
94
06/27/19
96
96
94
06/28/19
96
96
94
06/29/19
95
97
95
06/30/19
96
97
95
Total
2,838 2,848 2,829
Samples
30 30 30
Average
95 95 94
Digester Temperature monthly average is 94°F.

09/05/2019 10:37:43 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
07101 /19 TO 07/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBIVI
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
7/1/2019
38
4.8880
1.13
127.7
20,530
8,201
0
60
54
12,035
7/2/2019
31
4.8880
1.06
156.5
20,948
9,398
0
55
54
13,835
7/3/2019
34
4.8880
1.02
145.9
19,438
8,274
0
57
53
12,411
7/4/2019
30
4.8880
1.12
164.6
23,081
10,570
0
54
54
15,375
7/5/2019
50
4.8880
0.96
98.6
22,030
5,345
0
76
54
7,894
7/6/2019
49
4.8880
1.11
100.0
22,046
6,338
0
71
54
9,257
7/7/2019
25
4.8880
1.08
191.8
21,504
11',677
0
46
55
17,276
7/8/2019
53
4.8880
1.14
92.0
21,440
5,985
0
72
55
8,747
7/9/2019
33
4.8880
1.19
147.3
20,781
10,074
0
52
55
14,619
7/10/2019
36
4.8880
1.16
137.5
23,714
9,174
0
61
55
13,302
7/11/2019
35
4.8880
1.24
138.4
26,026
9,696
0
63
55
14,313
7/12/2019
34
4.8880
0.97
141.9
28,603
7,811
0
73
55
11,479
7/13/2019
27
4.8880
1.00
177.8
31,634
10,232
0
68
56
14,829
7/14/2019
32
4.8880
1.03
153.0
29,016
9,187
0
68
56
13,143
7/15/2019
51
4.8880
1.17
95.8
22,416
6,552
0
71
56
9,348
7/16/2019
41
4.8880
1.83
118.6
18,435
12,859
0
30
56
18,101
7/17/2019
30
4.8880
1.58
163.3
26,445
14,981
0
43
56
21,518
7/18/2019
31
4.8880
3.09
155.9
23,091
35,496
0
-54
55
40,176
7/19/2019
85
4.8880
0.97
57.4
23,809
3,160
0
87
55
4,644
7/20/2019
29
4.8880
1.71
170.8
23,205
17,094
0
26
55
24,358
7/21/2019
44
4.8880
1.52
110.6
25,268
9,962
0
61
55
14,021
7/22/2019
47
4.8880
0.84
105.1
23,261
5,172
0
78
55
7,363
7/23/2019
22
4.8880
1.05
224.2
33,310
13,837
0
58
55
19,633
7/24/2019
44
4.8880
1.17
110.3
34,440
7,543
0
78
56
10,763
7/25/2019
31
4.8880
1.19
157.5
28,975
11,034
0
62
56
15,631
7/26/2019
28
4.8880
1.20
173.7
23,696
12,458
0
47
56
17,384
7/27/2019
78
4.8880
0.89
62.5
17,085
3,232
0
81
56
4,639
7/28/2019
40
4.8880
1.18
122.6
24,869
8,487
0
66
56
12,065
7/29/2019
27
4.8880
1.16
179.3
22,474
11,963
0
47
56
17,346
7/30/2019
23
4.8880
1.12
209.7
21,183
13,816
0
35
56
19,588
7/31/2019
55
4.8880
1.16
89.0
26,301
1 6,012 1
0
77
56
8,610
Total 1,215 151.5280 38.04 4,279.3 749,054 315,620 0 1,769 1,709 443,703
Samples 31 31 31 31 31 31 31 31 31 31
Average 39 4.8880 1.23 138.0 24,163 10,181 0 57 55 14,313

09/05/2019 09:52:43 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
07/01/19 TO 07/31 /19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
07/01/19
97
97
96
07/02/19
97
96
95
07/03/19
96
96
95
07/04/19
96
97
95
07/05/19
97
96
95
07/06/19
97
95
95
07/07/19
97
96
95
07/08/19
98
96
95
07/09/19
98
96
95
07/10/19
98
96
95
07/11/19
98
95
95
07/12/19
98
94
95
07/13/19
98
95
95
07/14/19
97
94
95
07/15/19
98
95
95
07/16/19
98
96
96
07/17/19
99
96
96
07/18/19
99
95
95
07/19/19
98
95
95
07/20/19
98
95
96
07/21/19
98
96
96
07/22/19
98
96
96
07/23/19
98
96
96
07/24/19
98
96
96
07/25/19
98
95
96
07/26/19
97
93
95
07/27/19
97
93
95
07/28/19
97
95
95
07/29/19
95
96
95
07/30/19
97
95
95
07/31 /19
97
95
95
Total
3,022 2,957 2,954
Samples
31 31 31
Average
97 95 95
Digester Temperature monthly average is 95°F.

10/07/2019 07:05:36 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
08/01/19 TO 08/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
8/1/2019
42
4.8880
1.12
116.5
25,977
7,481
0
71
56
10,882
8/2/2019
41
4.8880
1.17
119.5
29,680
8,471
0
71
57
11,661
8/3/2019
26
4.8880
0.91.
189.5
25,563
12,960
0
49
56
14,382
8/4/2019
39
4.8880
1.15
124.6
17,516
8,417
0
52
56
11,950
8/5/2019
35
4.8880
1.15
138.1
22,266
9,329
0
58
56
13,245
8/6/2019
30
4.8880
1.11
161.9
26,027
10,532
0
60
56
14,988
8/7/2019
34
4.8880
1.15
142.0
30,382
9,593
0
68
56
13,619
8/8/2019
28
4.8880
1.27
172.6
26,329
12,811
0
51
56
18,281
8/9/2019
27
4.8880
1.24
181.6
21,518
13,479
0
37
55
18,780
8/10/2019
30
4.8880
1.16
163.2
24,531
11,433
0
53
55
15,789
8/11/2019
85
4.8880
1.16
57.7
24,041
4,090
0
83
56
5,582
8/12/2019
30
4.8880
1.20
163.2
21,608
11,841
0
45
56
16,333
8/13/2019
31
4.8880
1.78
156.6
24,831
16,717
0
33
56
23,248
8/14/2019
29
4.8880
2.43
167.6
27,952
24,321
0
13
55
33,966
8/15/2019
27
4.8880
1.36
179.9
17,950
14,704
0
18
55
20,405
8/16/2019
50
4.8880
1.17
98.6
18,673
6,908
0
63
55
9,621
8/17/2019
51
4.8880
0.81
95.6
26,551
4,624
0
83
55
6,458
8/18/2019
25
4.8880
1.30
194.3
23,647
15,394
0
35
54
21,066
8/19/2019
21
4.8880
1.32
236.5
23,898
18,738
0
22
54
26,036
8/20/2019
21
4.8880
0.95
235.3
23,936
13,344
0
44
53
18,643
8/21/2019
149
4.8880
0.49
32.8
23,855
930
0
96
54
1,340
8/22/2019
4.8880
0.0
17,076
0
0
100
55
0
8/23/2019
13
4.8880
1.12
371.0
18,060
25,372
0
-40
54
34,654
8/24/2019
27
4.8880
1.08
181.5
18,354
11,807
0
36
54
16,348
8/25/2019
29
4.8880
1.19
166.8
21,395
11,824
0
45
53
16,554
8/26/2019
43
4.8880
1.23
113.5
13,911
8,330
0
40
53
11,643
8/27/2019
21
4.8880
1.18
237.2
16,417
16,815
0
-2
52
23,343
8/28/2019
22
4.8880
1.18
222.7
17,110
15,787
0
8
52
21,916
8/29/2019
28
4.8880
1.19
174.3
17,727
12,356
0
30
52
17,299
8/30/2019 1
14.8880
1
0.0
22,385
0 1
0
100
52
0
8/31/2019 1
66 14.8880
1
1.30 1
74.3
20,320
5,887 1
0
71
52
8,056
total 1,1uu 101.028u 34.67 4,668.9 689,486 344,295 0 1,493 1,690 476,088
Samples 29 31 29 31 31 31 31 31 31 31
Average 38 4.8880 1.20 150.6 22,241 11,106 0 48 55 15,358

10/07/2019 07:05:39AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
08/01/19 TO 08/31/19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
08/01/19
96
95
95
08/02/19
97
95
95
08/03/19
97
95
95
O8/04/19
97
95
95
08/05/19
97
96
95
08/06/19
96
95
95
08/07/19
97
95
95
08/08/19
97
95
95
08/09/19
96
94
95
08/10/19
97
95
95
08/11/19
97
94
95
08/12/19
96
94
95
08/13/19
96
96
96
08/14/19
96
96
96
08/15/19
96
94
94
08/16/19
96
94
95
08/17/19
96
95
96
08/18/19
96
95
95
08/19/19
96
95
96
08/20/19
96
95
96
08/21/19
96
96
96
08/22/19
97
95
95
O8/23/19
97
94
96
08/24/19
97
95
96
08/25/19
97
95
97
08/26/19
99
96
99
O8/27/19
100
96
99
08/28/19
100
96
99
08/29/19
100
96
99
08/30/19
100
96
100
08/31 /19
101
95
100
Total
3,012 2,948 2,980
Samples
31 31 31
Average
97 95 96
Digester Temperature monthly average is 96°F.

11/06/2019 05:28:13 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
09/01/19 TO 09/30/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol ibld
427
Vol lb
DigTrans
Vol Ibld
428
Vol I
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
9/1/2019
38
4.8880
1.26
127.3
18,254
9,661
0
47
52
13,377
9/2/2019
33
4.8880
1.16
146.4
20,427
10,256
0
50
52
14,163
9/312019
44
4.8880
1.11
111.6
17,783
7,446
0
58
52
10,331
9/4/2019
34
4.8880
1.11
144.8
24,957
9,661
0
61;
52
13,405
9/5/2019
96
4.8880
1.36
50.9
22,004
4,203
0
81
53
5,773
9/6/2019
4.8880
0.0
25,104
0
0
100
53
0
' 9/7/2019
108
4.8880
1.43
45.3
21,649
3,967
0
82
53
5,403
9/8/2019
37
4.8880
1.28
133.7
25,156
10,482
0
58
54
14,273
9/9/2019
25
4.8880
1.28
192.4
24,157
15,083
0
38
54
20,539
9/10/2019
28
4.8880
1.29
176.0
25,286
14,091
0
44
53
18,935
9/11/2019
38
4.8880
1.23
127.8
29,109
9,699
0
67
53
13,110
9/12/2019
74
4.8880
1.10
66.3
30,044
4,424
0
85
54
6,082
9/13/2019
42
4.8880
1.23
117.0
24,392
8,880
0
64
54
12,002
9/14/2019
40
4.8880
1.55
121.2
24,951
11,523
0
54
54
15,668
9/15/2019
20
4.8880
1.66
244.1
26,301
25,040
0
5
53
33,794
9/16/2019
50
4.8880
1.26
98.2
26,851
7,698
0
71
53
10,319
9/17/2019
29
4.8880
1.68
169.7
31,711
16,559
0
48
54
22,362
9/18/2019
36
4.8880
1.13
134.5
21,671
9,423
0
57
54
12,676
9/19/2019
103
4.8880
1.13
47.3
20,970
3,314
0
84
54
4,458
9/20/2019
31
4.8880
1.33
158.9
24,565
13,252
0
46
55
17,626
9/21/2019
47
4.8880
1.28
104.8
27,046
8,391
0
69
55
11,188
9/22/2019
45
4.8880
1.37
109.5
22,411
9,315
0
58
55
12,511
9/23/2019
46
4.8880
1.24
105.8
19,444
8,118
0
58
55
10,941
9/24/2019
25
4.8880
1.23
193.7
16,496
14,701
0
11
54
19,870
9/25/2019
77
4.8880
1.35
63.7
17,043
4,888
0
71
54
7,172
9/26/2019
34
4.8880
1.22
145.3
21,667
10,906
0
50
54
14,784
9/27/2019
28
4.8880
1.23
172.1
27,873
13,205
0
53
54
17,654
9/28/2019
33
4.8880
1.24
148.3
17,674
11,502
0
35
54
15,337
9/29/2019
37
4.8880
1.20
133.2
18,970
9,887
0
48
54
13,331
9/30/2019
44
4.8880
1.23
111.2
17,130
8,532
0
50
54
11,407
Total 1,321 146.6400 37.07 3,701.0 691,096 294,107 0 1,702 1,609 398,491
Samples 29 30 29 30 30 30 30 30 30 30
Average 46 4.8880 1.28 123.4 23,037 9,804 0 57 54 13,283

1012912019 04:26:02AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
09/01/19 TO 09/30/19
Page 6 .
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
09/01/19
102
95
101
09/02/19
102
95
100
09/03/19
101
95
100
09/04/19
100
94
100
09/05/19
100
94
99
09/06/19
100
94
99
09/07/19
100
95
99
09/08/19
100
96
99
09/09/19
102
96
99
09/10/19
104
98
101
09/11 /19
104
100
102
09/12/19
104
100
100
09/13/19
104
99
100
09/14/19
104
99
102
09/15/19
104
100
102
09/16/19
104
100
102
09/17/19
104
100
102
09/18/19
104
98
100
09/19/19
101
97
99
09/20/19
101
103
99
09/21 /19
100
96
99
09/22/19
100
96
99
09/23/19
100
96
98
09/24/19
100
96
98
09/25/19
99
97
99
09/26/19
100
98
99
09/27/19
100
96
100
09/28/19
101
99
102
09/29/19
101
99
103
09/30/19
101
98
103
Total
3,047 2,919 3,005
Samples
30 30 30
Average
102 97 100
Digester Temperature monthly average is 99°F.

11/21/2019 09:14:44 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO060342
10/01/19 TO 10/31/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
10/1/2019
40
4.8880
1.16
123.7
18,610
8,769
0
53
54
11,967
10/2/2019
37
4.8880
1.21
133.6
18,404
9,917
0
46
54
13,482
10/3/2019
93
4.8880
1.16
52.6
18,871
3,729
0
80
54
5,089
10/4/2019
44
4.8880
2.03
110.3
17,228
13,891
0
19
53
18,674
10/5/2019
30
4.8880
1.41
161.6
17,815
14,421
0
19
53
19,003
10/6/2019
43
4.8880
1.16
113.9
17,602
8,169
0
54
53
11,019
10/7/2019
31
4.8880
1.05
155.8
17.893
10,005
0
44
53
13,643
10/8/2019
67
4.8880
2.48
73.4
18,843
11,202
0
41
52
15,181
10/9/2019
19
4.8880
1.87
254.5
15,990
29,291
0
-83
51
39,691
10/10/2019
95
4.8880
1.64
51.4
26,284
5,273
0
80
51
7,030
10/11/2019
32
4.8880
1.48
151.0
31,068
13,727
0
56
51
18,638
10/12/2019
24
4.8880
1.37
204.9
28,955
17,260
0
40
50
23,411
10/13/2019
28
4.8880
1.79
171.7
21,556
19,189
0
11
50
25,632
10/14/2019
25
4.8880
1.66
198.5
20,067
20,528
0
-2
49
27,481
10/15/2019
78
4.8880
0.95
62.6
22,610
3,707
0
84
50
4,960
10/16/2019
4.8880
0.0
15,843
0
0
100
52
0
10/17/2019
138
4.8880
1.11
35.4
16,130
2,450
0
85
52
3,277
10/18/2019
4.8880
0.0
25,941
0
0
100
52
0
10/19/2019
34
4.8880
1.30
144.9
21,949
11,843
0
46
52
15,710
10/20/2019
24
4.8880
1.21
203.8
24,525
15,467
0
37
52
20,566
10/21/2019
20
4.8880
1.22
243.6
23,548
18,691
0
21
51
24,786
10/22/2019
25
4.8880
1.20
197.8
18,256
14,682
0
20
51
19,796
10/23/2019
30
4.8880
1.22
163.2
19,762
12,386
0
37
50
16,605
10/24/2019
75
4.8880
1.20
64.8
20,681
4,810
0
77
51
6,485
10/25/2019
4.8880
0.0
22,666
0
0
100
51
0
10/26/2019
4.8880
0.0
25,529
0
0
100
51
0
10/27/2019
4.8880
0.0
25,158
0
0
100
52
0
10/28/2019
4.8880
0.0
26,274
0
0
100
53
0
10/29/2019
4.8880
0.0
24,933
0
0
100
53
0
10/30/2019
17
4.8880
1.19
294.2
23,754
21,592
0
9
52
29,198
10/31/2019
18
4.8880
1.30
275.6
23,935
22,295
0
7
51
29,881
Total 1,066 151.5280 33.37 3,642.8 670,680 313,294 0 1,579 1,603 421,205
Samples 24 31 24 31 31 31 31 31 31 31
Average 44 4.8880 1.39 117.5 21,635 10,106 0 51 52 13,587

11/21/2019 08:40:41 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
10/01 /19 TO 1'0/31 /19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
10/01 /19
101
99
103
10/02/19
101
102
104
10/03/19
100
98
104
10/04/19
100
98
104
10/05/19
102
99
104
10/06/19
102
99
104
10/07/19
102
99
104
10/08/19
104
101
104
10/09/19
104
102
104
10/10/19
104
100
104
10/11 /19
104
101
104
10/12/19
104
103
106
10/13/19
106
104
106
10/14/19
105
104
106
10/15/19
104
103
106
10/16/19
104
102
105
10/17/19
104
100
104
10/18/19
104
100
105
10/19/19
103
101
105
10/20/19
104
100
105
10/21 /19
104
100
101
10/22/19
104
102
105
10/23/19
104
102
105
10/24/19
103
100
104
10/25/19
103
100
104
10/26/19
104
100
104
10/27/19
104
102
104
10/28/19
102
100
103
10/29/19
102
100
102
10/30/19
101
100
101
10/31/19
100
99
100
Total
3,193 3,120 3,224
Samples
31 31 31
Average
103 101 104
Digester Temperature monthly average is 102 'F.

12/18/2019 05:30:36 AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
11/01/19 TO 11/30/19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol Ib
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol Ib
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb'%TS
741
11/1/2019
22
4.8880
1.38
221.0
32,303
18,800
0
42
51
25,435
11/2/2019
21
4.8880
1.20
229.0
24,787
16,998
0
31
51
22,918
11/3/2019
23
4.8880
1.33
211.0
17,750
17,421
0
2
51
23,405
11/4/2019
21
4.8880
1.35
229.3
19,942
18,932
0
5
50
25,817
11/5/2019
30
4.8880
1.30
161.5
18,696.
12,930
0
31
50
17,510
11/6/2019
169
4.8880
1.25
29.0
20,308
2,225
0
89
50
3,023
11/7/2019
31
4.8880
1.25
156.1
18,753
12,107
0
35
50
16,273
11/8/2019
37
4.8880
1.37
131,.4
19,317
11,178
0
42
50
15,014
11/9/2019
101
4.8880
1.32
48.2
19,084
3,899
0
80
50
5,306
11/10/2019
86
4.8880
1.64
56.8
Ti3,986
5,779
0
59
50
7,769
11/11/2019
28
4.8880
1.67
177.4
16,719
18,198
0
-9
49
24,708
11/12/2019
103
4.8880
1.28
47.4
35,276
3,716
0
89
50
5,060
11/13/2019
42
4.8880
1.28
117.2
36,158
9,090
0
75
51
12,511
11/14/2019
25
4.8880
1.35
197.1
21,437
16,438
0
23
50
22,191
1l/15/2019
81
4.8880
1.17
60.2
23,538
4,368
0
81
50
5,874
11/16/2019
28
4.8880
1.15
175.8
19,420
12,462
0
36
50
16,861
11/17/2019
48
4.8880
1.28
102.5
13,719
8,036
0
41
51
10,942
11/18/2019
32
4.8880
1.26
150.6
14,235
11,932
0
16
50
15,826
11/19/ 0019
34
4.8880
1.17
145.5
17,289
10,679
0
38
50
14,198
11/20/2019
60
4.8880
1.15
81.8
16,098
5,731
0
64
49
7,845
11/21/2019
75
4.8880
1.16
64.8
19,266
4,648
0
76
51
6,269
11/22/2019
40
4.8880
1.16
122.9
20,249
8,917
0
56
51
11,890
11/23/2019
25
4.8880
1.17
191.7
26,309
13,749
0
48
51
18,706
11/24/2019
25
4.8880
1.20
198.3
32,434
14,884
0
54
51
19,846
11/25/2019
24
4.8880
1.15
201.8
15,266
14,137
0
7
51
19,355
11/26/2019
26
4.8880
1.15
185.7
16,355
13,164
0
20
51
17,810
11/27/2019
28
4.8880
1.07
176.8
18,086
11,501
0
36
51
15,777
11/28/2019
31
4.8880
1.13
158.9
11,570
11,132
0
4
50
14,975
11/29/2019
45
4.8880
1.10
107.5
13,910
7,352
0
47
50
' 9,862
11/30/2019
41
4.8880
1.86
120.5
15,104
13,869
0
8
50
18,692
-• - Ju.JV V,LJ/./ pU/,J04 J34,L/L U 1,LLtf 1,511 451,668
Samples 30 30 30 30 30 30 30 30 30 30
Average 46 4.8880 1.28 141.9 20,245 11,142 0 41 50 15,056

12/18/2019 05:30:38AM LAND APPLIED SIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO060342
11/01/19 TO 11/30/19
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
11/01/19
98
98
99
11/02/19
98
96
95
11/03/19
98
96
98
11/04/19
97
95
98
11/05/19
96
95
97
11/06/19
96
96
97
11/07/19
97
96
97
11/08/19
97
96
98
11/09/19
98
96
96
11/10/19
99
98
96
11 /11 /19
100
99
98
11 /12/19
100
100
98
11 /13/19
98
100
98
11/14/19
98
99
98
11/15/19
99
100
99
11/16/19
` 99
101
99
11/17/19
99
100
100
11 /18/19
100
100
101
11/19/19
100
100
101
11 /20/19
100
100
100
11 /21 /19
100
98
99
11/22/19
99
98
99
11/23/19
98
97
99
11/24/19
97
96
98
11/25/19
97
95
97
11/26/19
97
96
97
11/27/19
98
96
98
11/28/19
98
96
100
11 /29/19
98
96
99
11/30/19
99
96
100
Total
2,948 2,925 2,949
Samples
30 30 30
Average
98 98 98
Digester Temperature monthly average is 98°F.
Page 6

01/21/2020 04:41:34AM LAND APPLIED BIOSOLIDS Page 4
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NCO050342
12/01/19 TO 12131 /19
Date
DIG
SRT
Days %TS
163
DIG
VOL
MG
492
Dig Trans
%TS
%
93
Trans
Flow
TGD
357
Vol lb
DigFeed
Vol Ib/d
427
Vol lb
DigTrans
Vol Ib/d
428
Vol lb
PDSI
Vol Ib/d
429
Dig %VSR
Daily
AMBM
%
990
Dig
%VSR 90
day
AMBM
%
992
Transfer
lb %TS
lb %TS
741
12/1/2019
26
4.8880
1.28
189.0
20,106
14,817
0
26
49
20,176
12/2/2019
23
4.8880
1.09
213.2
16,725
14,403
0
14
49
19,381
12/3/2019
29
4.8880
1.13
168.7
18,212
11,678
0
36
49
15,899
12/4/2019
26
4.8880
1.60
185.8
15,562
18,285
0
-17
47
24,793
12/5/2019
26
4.8880
1.41
189.6
12,437
16,445
0
-32
46
22,296
12/6/2019
41
4.8880
1.11
120.2
16,138
8,120
0
50
46
11,127
12/7/2019
25
4.8880
1.11
192.0
16,521
13,130
0
21
45
17,774
12/8/2019
70
4.8880
1.04
69.6
13,062
4,470
0
66
46
6,037
12/9/2019
29
4.8880
2.14
169.1
17,060
22,565
0
-32
45
30,180
12/10/2019
35
4.8880
1.20
141.3
13,483
10,488
0
22
44
14,141
12/11/2019
31
4.8880
1.31
159.2
15,502
12,879
0
17
43
17,393
12/12/2019
51
4.8880
0.98
95.3
29,085
5,723
0
80
44
7,789
12/13/2019
37
4.8880
0.98
132.3
35,520
8,165
0
77
44
10,813
12/14/2019
34
4.8880
1.12
145.5
39,498
10,072
0
74
45
13,591
12/15/2019
18
4.8880
1.21
273.9
29,794
20,559
0
31
44
27,640
12/16/2019
24
4.8880
1.08
199.8
17,679
13,164
0
26
44
17,996
12/17/2019
23
4.8880
1.04
211.4
19,856
13,576
0
32
44
18,336
12/18/2019
48
4.8880
1.06
101.6
23,687
6,609
0
72
44
8,982
12/19/2019
29
4.8880
0.99
169.1
26,933
10,295
0
62
44
13,962
12/20/2019
26
4.8880
1.14
189.0
18,539
13,398
0
28
43
17,969
12/21/2019
29
4.8880
1.16
166.3
21,116
11,928
0
44
43
16,089
12/22/2019
26
4.8880
1.00
189.6
25,728
11,701
0
55
43
15,813
12/23/2019
27
4.8880
1.00
180.2
24,293
11,121
0
54
44
15,029
12/24/2019
23
4.8880
1.19
208.1
13,219
15,446
0
-17
43
20,653
12/25/2019
55
4.8880
1.22
88.4
22,084
6,709
0
70
43
8,995
12/26/2019
38
4.8880
0.93
130.1
21,761
7,595
0
65
43
1.0,091
12/27/2019
21
4.8880
1.01
231.9
16,740
14,312
0
15
43
19,534
12/28/2019
48
4.8880
0.91
102.3
9,651
5,802
0
40
43
7,764
12/29/2019
32
4.8880
1.11 1
153.4 123,770
10,875 1
0
54
43
14,201
112/30/20191
37
4.8880
0.75
132.8
14,124
6,092
0
57
43
8,307
112/31/20191
42
4.8880
1.58
117.2 113,657
1
11,632 1
0 1
15
42
15,444
iotai -i,U[u -101.0uw ;ib.bb b,U1b.9 Ul,b42 3b2,Ub4 U 1,1U1 1,374 488,195
Samples 31 31 31 31 31 31 31 31 31 31
Average 33 4.8880 1.16 161.8 20,050 11,679 0 36 44 15,748

01/21/2020 04:41:39 AM LAND APPLIED BIOSOLIDS
MUDDY CREEK WASTEWATER TREATMENT PLANT Permit No. NC0050342
12/01/19 TO 12/31/19
Page 6
Date
Dig #1
Temp
Deg F
775
Dig #2
Temp
Deg F
776
Dig #3
Temp
Deg F
777
12/01/19
102
96
102
12/02/19
102
96
104
12/03/19
102
96
104
12/04/19
104
96
104
12/05/19
104
91
105
12/06/19
104
95
103
12/07/19
105
104
104
12/08/19
106
97
104
12/09/19
106
99
104
12/10/19
106
100
106
12/11 /19
106
92
104
12/12/19
106
100
104
12/13/19
104
102
104
12/14/19
105
103
103
12/15/19
104
103
103
12/16/19
105
104
103
12/17/19
104
105
104
12/18/19
104
104
103
12/19/19
108
104
102
12/20/19
103
104
103
12/21/19
101
104
102
12/22/19
102
104
102
12/23/19
101
102
101
12/24/19
100
103
101
12/25/19
100
102
100
12/26/19
100
100
99
12/27/19
99
98
99
12/28/19
99
98
98
12/29/19
98
98
98
12/30/19
100
100
100
12/31 /19
100
98
100
Total
3,190 3,098 3,173
Samples
31 31 31
Average
103 100 102
Digester monthly average 101°F.