WQ0023306_Renewal Application_20220907

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR) * WQ0023306
Applicant/Permittee City of New Bern
Applicant/Permittee Address 527 NC Hwy 55 W New Bern, NC 28562
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Municipal
City of New Bern Class A Residuals Program
Craven
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
llr�ore
Fee Amount $0
Complete App Date 09/07/2022
Below list any additional email address that need notification about a new project.
... ... ..
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Tony Hawkins
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
2526397555
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Permit Number: *
WQ0023306
Has Current Existing permit number
Applicant/Permittee*
City of New Bern
Applicant/Permittee Address*
527 NC Hwy 55 W New Bern, NC 28562
Facility Name*
City of New Bern Class A Residuals Program
Please provide comments/notes on your current submittal below.
High -Rate Infiltration
Reclaimed Water
Residuals
Other
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here. *
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
renewal.pdf 6.75MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature

Submission Date 9/7/2022

.,.. 'Nbmuwrmmwm��
NORTH CAROLINA
Everything comes together here
Depar-unctit of public Utilities
Wastewater Treatment Plant
307 Clenburnie drive
New Bern, NC 28560-2016
September 7, 2022
NCDENR-D WQ
Information Processing Unit
1.617 Mail. Service Center
Raleigh, NC: 27699-1617
Reference: Class A Permit Renewal
City of New Bern
CLASS A RESIDUALS Permit Number WQ0023306
The City of New Bern is submitting all monitoring and reporting requirements as specified in the above
referenced permit for its land application program for Sewage Sludge. The city has managed and compiled the
submitted data.
The city produced approxirn.ately 5274 dried tans of sludge during 2021, which met the Class A Sewage Sludge
criteria. The city hauled to the Craven County Solid Waste Management Authority to be used for ground cover.
The report includes form RSC 06-16, DCAR 06-16, RSC 11-13, Residual analysis, Sludge spill response plan,
and Sampling and monitoring plan.
If any further information is required, please contact Tony Hawkins at [phone].
Sincerely,
Tony Hawkins
Treatment Plants Manager
Enclosures
Cc: File

State of North Carolina
Department of Environmental Quality
Division of 'rater Resources
RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 1.1.45):
Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC I I-15) form. Please do not
make any unauthorized content changes to this fomi. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
[ Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility information:
❑ For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Residuals Land Application Perinits".
5� Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility. -
❑ Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
rocessing.
2F Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
❑ For each source facility, attach the following:
[$f Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

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DWR
Division of meter Resources
es
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
I. Facility Name: City of New Bern
2. Facility permit holder is: ❑ Federal, [] State, N Local Government, or ❑ Private.
Facility permit issued by: ❑ Div. of Water Resources, 0 Div. of Environmental Health,
or ] Other (explain ).
3. Facility contact person and title: Jordan Hughes / City Engineer
Complete mailing address: PO Box 1129
City: New Bern State: NC Zip: 28563-'.
Telephone number: 252) 639-7527 E-mail address: hu hes' newbernnc, ov
4. Facility physical address: 307 Glenburnie Dr.
City: New Bern State: NC Zip: 28560-
Coordinates: Latitude: 35' 138407' Longitude: 77' 0601.89'
Datum Level of accuracy:
Method of measurement:
5. Purpose of the facility:
0/ treatment of municipal wastewater, r-1 treatment of 100% domestic wastewater,
treatment of potable water, ❑ treatment of 100% industrial wastewater,
El treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages % industrial and % domestic)
Cf other (explain:
6. Does the facility have an approved pretreatment program: Rr Yes No
7. Facility permitted/design flow: 65 MGD and facility average daily flow: 4.45 MGD
8. Average amount of residuals being generated at this facility 25 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: belt press / 110,000 per day M-F
Type and volume of residuals storage (i.e., outside of residuals treatment units): aerobic digester 1939,264 gallons
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
e40 CFR Part 503 or F1 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological ❑ Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-I6 Pagel of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: TI yes 0 no.
If yes, list the number(s): 35
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes (1 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Environment 1 and Date of analysis: 8/1.4/21
Passed corrosivity test: M yes 0 no. pH: s.u. (2 <pH < 12.5)
Passed ignitability test: X yes El no. Flashpoint >200 T (> 140T)
Passed reactivity test: PTyes ]no. HCN: <333 mg/kg (<250) & HZS: <1 10 xn.g/kg (<500)
TCLP Parameter
Limit
(M9/I)
Result
(mgll)
TCLP Parameter
Limit
(m9/0
Result
(mg/1)
Arsenic
5.0
<0.10
Hexachlorobenzene
0.13
ND
Barium
100.0
<2.0
Hexachloro-1,3-Butadiene
0.5
ND
Benzene
0.5
ND
Hexachloroethane
3.0
ND
Cadmium
1.0
<0.050
Lead
5.0
0.055
Carbon Tetrachloride
0.5
ND
Lindane
0.4
Chlordane
0.03
ND
Mercury
0.2
<0.0050
Chlorobenzene
100.0
ND
Methoxychlor
10.0
ND
Chloroform
6.0
ND
Methyl Ethyl Ketone
200.0
ND
Chromium
5.0
<0.10
Nitrobenzene
2.0
ND
m-Cresol
200.0
Pentachlorophenol
100.0
ND
o-Cresol
200.0
Pyridine
5.0
ND
p-Cresol
200.0
Selenium
1.0
<0.10
Cresol
200.0
Silver
5.0
<0.10
2,4-D
10.0
ND
Tetrachloroethylene
0.7
ND
1,4-Dichlorobenzene
7.5
ND
Toxaphene
0.5
ND
1,2-Dichloroethane
0.5
ND
Trichloroethylene
0.5
ND
1,1-Dichloroethylene
0.7
ND
2,4,5-Trichlorophenol
400.0
ND
2,4-Dinitrotoluene
0.13
ND
2,4,6-Trichlorophenol
2.0
ND
Endrin
0.02
ND
2,4,5-TP (Silvex)
1.0
ND
Heptachlor and its Hydroxide
0.008
ND
Vinyl Chloride
0.2
ND
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables {i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment 1 and Date of analysis: 1/5/22
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg1kg)
Result
(mg1kg)
Arsenic
75
41
<2.5
Cadmium
85
39
<0.5
Copper
4,300
1,500
111
Lead
840
300
4.1
Mercury
57
17
0.27
Molybdenum
75
n/a
<5.0
Nickel
420
420
5
Selenium
100
100
<5.0
Zinc
7,500
2,800
216
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment 1 and Date of analysis: 1 /5122
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
Nglkg)
Nickel
(mg1kg)
> 0 but < 25
30
200
210
> 25 but < 50
34
220
240
0 > 50 but < 75
39
260
270
0 > 75 but < 100
46
300
320
0 > 100 but < 125
53
360
390
> 125
62
450
420
Result (mg/kg)
<2.5
12
5
FORM: RSC 06-16 Page 3 of 5

5. NutrientlMicronutrient Determination: Complete the following:
a. Total solids: 28 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
inicronutrient parameters:
Laboratory: Environment 1 and Date of analysis: 1/5/22
Parameter
Result
{mg/kg}
Aluminum
2866
Ammonia -Nitrogen
135.2
Calcium
304318
Magnesium
4516
Nitrate -Nitrite Nitrogen
27.84
pH (Standard Unit)
12.2
Phosphorus
11040
Potassium
3954
Sodium
1270
Total Kjeldahl Nitrogen
30690
c. Using the results listed in Item 11. 5b. above, calculate the sodium adsorption ration (SAR): .007
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 25 %. This
rate is a (check one): ❑ default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (1st) Year PAN
Five -Year
Maximum Adjusted PAN
(mg1kg)
(mg/kg)
Surface
6603
148
Injection/Incorporation
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: NIA
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or E uivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
0 A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
2' Alternative 1 [I5A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance,
0 Alternative 2 [15A NCAC 021'.1106(b)(3)(B)] -Alkaline Treatment.
0 Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
El Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: El composting, Q heat drying, 0 heat treatment,
0 thermophilic aerobic digestion, 0 beta ray irradiation,
n gamma ray irradiation, or n pasteurization.
b. For Land Application of Class B:
Alternative 1 [ 15A NCAC 02T. 1106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: [f aerobic digestion, ❑ air drying, [] anaerobic digestion,
0 composting, or R lime stabilization.
c. For Surface Disposal:
0 Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
0 Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
[] Exempt -If Daily Cover Alternative is chosen in Item 1I.8. below [15A NCAC 02T.1106(a)(2)].
0 Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
Q Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion),
El Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
0 Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
0 Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14-Day Aerobic Processes.
El Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
F1 Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
Alternative 9 [15A NCAC 02T. 1107(a)(9)] - Injection.
F1 Alternative 10 [15A NCAC 02T.1 107(a)(l0)] - Incorporation.
El Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

tl/mvr Jgesorre_eks
LPk°57@R NI4rrtl[A 0L) A 4%5.1
DATE E OF PERMIT
JORDAN HUGHES Cri,Y 1 NGINI-'.ER
CITY OF NE wv BERN
POST OFFicr, Box 1129
NEw BERN, NORTH CAROLINA 28563-1.129
Dear Mr.. Hughes:
PAT �CCR0RY
DONALD R. VAN DER VAART'
11s/101
S. JAB' ZI]%INIFRMA
Subject: Permit No. WQ0023306
City of New Bern Class A EQ
Residuals Processing
Facility
Distribution of Class A
Residuals
Craven County
In accordance with your permit renewal request received May 5, 2016, OEM 11MMand
subsequent additional information received DATE(SAM, we are forwarding herewith Permit No.
WQ0023306 dated DATE OF PERM[ to City of New Bern for the continued operation of the subject
residuals management program. Please note that this renewed permit shall become effective on February
1, 2018 (i.e. the day after the expiration date of the existing permit).
This permit shall be effective from February 1, 2018, until EXPIRATION DATE, shall void Permit
No. WQ0023306 issued February 10, 2009, 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 the following permit conditions have been removed since the last permit issuance
dated February 10, 2009:
I . Old Condition 11.9 — No compliance boundary required for Class A residuals.
2. Old Condition ➢I. 10 — No review boundary required for Class A residuals.
3. Old. Condition 111.4 — Soils failing to assimilate is not valid reason to cancel permit when
other land can be found.
4. Old Condition 11I.6 — Redundant since covered in Old Condition 111.5 and Condition 111.4.
5. Old Condition 111.9 Replaced by Conditions 111.7 and 111.8. Read carefully.
6. Old Condition W.8 — Length of time records to be kept is specified when records are
required,
Please note the following permit conditions are new since the last permit issuance dated
February 10, 2009:
1. Condition I1.1 '1 — Application of bulk residuals not to exceed agronomic rates.
Stale oCNooh Carolina I Envhonmerstal Quality I Water Raseurces I WRter Quality Pemtiu'inp, I Nast-Discararg,c Penr itting
11617 Mail Servicc C;entcr I R2ileigh, North Carollara 27699-1617
919 9076464

Mr. Jordan lklghes
f)ATE OF PE 11 f
Page 2 of 2
Condition II.12 Residuals with sodium adsorption ratio (SCR) greater than 10 require
Division approval for distribution.
Condition III.2 — Requirernent for Operations & Management (O&M) Plan.
Condition I11.5 — Vegetative cover required for land application.
Condition 111.6 —'Set of conditions under which land application of residuals not to occur.
Condition. I11.7 -- Utilization agreement for bulb distribution of residuals. Read carefully.
Condition 111.8 Terms of utilization agreement set. Read carefully.
Condition 111,11 — Permittee not to distribute residuals to those known to violate terms of
use of residuals. Permittee also to notify Division if violations occur.
Condition VI.6 — Similar to Cold Condition VI.6, but now 60--day notification prior to permit
revocation or modification.
If any parts, requirements or limitations contained in this pen -nit are unacceptable, the Perrnittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Troy Doby at (91.9) 807-
6336 or troy°.dobyQr ncdenr gov.
Sincerely,
S. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Craven County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Meth Buffington Protection and Enforcement .Branch (Electronic Copy)
Digital. Permit Archive (Electronic Copy)
Central Files

ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
I IK 0 10t, l
hi accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable 1,a.w.s, pules, and Regulations.
PERMISSION IS HEREBY GRANTED TO
City of New Bern
Craven County
FORTHE
HE
continued operation of a residuals management program for City of New Bern for the alkaline (Iime)
paste urizationlstabilization of residuals and consisting of the distribution of Class A residuals generated by
the approved facilities listed in Attachment A. with no discharge of wastes to Surface waters, pursuant to the
application received May 5, 2016, conform and subsequent additional information received by
pp y
the Division of Water Resources, f and in����� ity with other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit. The use and
disposal of residuals are regulated under Title 4.0 Code of Federal Regulations Fart 503. This permit does
not exempt the Perinittee from complying with the federal regulations.
This permit shall be effective from February 1, 2018, until. EXPIRATION ATION DATE, shall void Permit No.
WQ0023306 issued February 10, 2009, and shall be subject to the following specified conditions and
limitations:
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deern appropriate. Please note Rule 1.5A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application.
[15A. NCAC 02T ,0108(b)(2), 02T .0I05(d), 02T .0109]
The subj ect residuals management program shal'I be effectively maintained and operated at all times so
there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of prolonged
nuisance conditions due to improper operation and maintenance, the Permittee shall immediately cease
distribution of residuals, contact the Washington. Regional Office supervisor, and take any immediate
corrective actions. [G.S. 1.43-21.5.11
WQ0023306 Version 3.0 Shell Version 160210 Page I of 12

2. This permit shall not relieve the Permittee of responsibility for damages to groundwater or surface
water resulting from the operation of this residuals management program. [15A NCAC 02B .0200,
02L .0100]
Only residuals generated by the facilities listed in Attachment A are approved for distribution in
accordance with this permit. [G.S. 143-215.1]
The Permittee shall request and obtain a permit amendment from the Division for each additional
residual source -generating facility prior to acceptance of those residuals for treatment in the approved
residuals alkaline pasteurization/stabilization facility and distribution through the approved Class A EQ
residuals product distribution program. In addition, the Permittee shall request and obtain a permit
amendment from the Division for each additional Class A EQ product, prior to distribution the approved
Class A EQ product distribution program. [15A NCAC 02T. 1 104(b)]
5. No Class A EQ residuals product that tests or is classified as a hazardous or toxic waste under 40 CFA
Part 261 shall be sold or given away under the conditions of this permit. [ 15A NCAC 02T .1101(8)]
6. Pollutant concentrations in residuals distributed or applied to any land application site shall not exceed
the following Ceiling Concentrations or Monthly Average Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per kilogram)
Monthly Average
Concentration
(milligrams per kilogram)
Arsenic
75
41
Cadmium
85
39
Copper
4,300
1,500
Lead
840
300
Mercury
57
17
Molybdenum
75
n/a
Nickel
420
420
Selenium
100
100
Zinc
7,500
2,800
[15A NCAC 02T. 1105]
7. Residuals that are distributed shall meet Class A pathogen reduction requirements in 15A NCAC 02T
.1106 (a) and (b). Exceptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1106]
8. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing
wastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A)
that are distributed shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T
.1107(a). Exceptions to this requirement shall be specified in Attachment A. [15A NCAC 02T .1107]
9. Setbacks for treatment and storage facilities shall be as follows:
WQ0023306 Version 3.0 Shell Version 160210 Page 2 of 12

Setback Description
Setback
(feet)
Habitable residence or place of public assembly under separate ownership or not to
1.00
be maintained as part of the project site
Property lines
50
Private or public water supply
t00
Surface waters (streams — intermittent and perennial, perennial waterbodies, and
50
wetlands)
Wells with exception to monitoring wells
100
[15A NCAC 02T .] 108]
1.0. Setbacks for Class A land applied bulk residuals shall be as follows:
Setback by residual type
Setback Description
(feet)
Liquid
Cake °
Private or public water supply
100
100
Surface waters (streams — intermittent and perennial,
100
25
erennial waterbodies, and wetlands)
Surface water diversions (ephemeral streams,
25
0
waterways, ditches)
_
Groundwater lowering ditches (where the bottom of
25
0
the ditch intersects the SI~IWT)
Wells with exception to monitoring wells
100
l00
Bedrock outcrops
25
0
Unless otherwise noted in. Attachment A, "cake" residuals are those that have greater than 15%
solids by weight and can be stacked without flowing, as well as can be handled, transported and
spread as a solid (e,g., using a backhoe, front end loader, stinger spreader, broadcast spreader or
other equipment designed for handling solid materials) without leaving any significant liquid
fraction behind.
[15A NCAC 02T .1108]
11. Bulk residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in exceedance
of agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen
requirements based on the determined Realistic Yield Expectations (RYE) using any of the fallowing
methods:
a. Division's pre -approved site specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina State
University Department of Soil Science A copy
shall be Dept on file and reprinted every five years in accordance with Condition IV.6.
c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural resource
Conservation. Service, or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter 1
Q0023306 Version 3.0 Shell Version 160210 Page 3 of 1'2

urutNc, a,kz,l9a6i Guidance Doc 1'.(D��109, �+���:).
iii. Certified Nutrient Management Flare as outlined by the Natural Resources Conservation
Services (NRCS). These plans must meet the USDA -MRCS 590 Nutrient Management
Standards (f6p://f Lf `, - c ov t sda frovIN1)Q�Jpa q tice ,standards/scan da dsl f90 ijLl���..
d. if the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
12. 1'he Permittee shall not distribute Class A residuals that have a sodium adsorption ratio (SAR) of 10 or
higher without prior written Division approval. The Permittee may seek approval by demonstrating
that the entity accepting the residuals is: aware of the effects of a high SAR content; has agreed on
proper residual application rates; and has agreed to operational considerations to ensure that the high
SAR content will not adversely impact the receiving sites. Recommendations regarding sodium
application rate, soil amendments (e.g., gypsum, etc.) or a mechanism for maintaining site integrity and
conditions conducive to crop growth, can be obtained from the local Cooperative Fxtension Office,, the
Department of Agriculture and Consumer Services, the Natural Resource Conservation. Service, a North
Carolina Licensed Soil Scientist, or an agronomist. [15A NCAC 02T .0108(b)(1)]
13. Diversion or bypassing of untreated residuals or leacha:te from the treatment facility shall be prohibited.
All leachate shall be reused as a wetting agent for the processing of residuals or disposed through a
Division -approved method. [1.5A NCAC 02T .I 1 10(4)(a)]
The residuals management program shall be properly maintained and operated at all times. The
program shall be effectively maintained and operated as a non -discharge system to prevent any
contravention of surface water or groundwater standards. [15A NCAC 02T .1 110]
2. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan) Modifications
to the O&M Plan shall be approved by the Division prior to utilization of the new plan. The O&M Plan,
at the minimum, shall include:
a. Operational functions;
b. Maintenance schedules;
c. Safety measures;
d. Spill response plan.;
e. h7spection plan including the fallowing information:
i. Names and/or titles of personnel responsible for conducting the inspections;
ii. Frequency and location of inspections, including those to he conducted by the ORC, and
procedures to assure that the selected location(s) and inspection frequency are representative
of the residuals management program;
iii. Detailed description of inspection procedures including record keeping and actions to be taken
by the inspector in the event that noncompliance is observed pursuant to the noncompliance
notification requirements under the monitoring and reporting section of the permit;
f. Sampling and monitoring plan including the following information:
i. Names and/or titles of personnel responsible for conducting the sampling and monitoring;
ii. Detailed description of monitoring procedures including; parameters to be monitored;
WQ0023306 Version 3.0 Shull Version 16021.0 Page 4 of 1.2

iii. Sampling frequency and procedures to assure that representative samples are being collected.
Fluctuation in temperature, flow, and other operating conditions can affect the quality of the
residuals gathered during a particular sampling event. The sampling plan shall account for any
foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to
meet pathogen and vector attraction reduction requirements (e.g. facilities that distribute
multiple times per year but have an annual sampling frequency, may need to sample during
winter months when pathogen reduction is most likely to be negatively affected by cold
temperatures).
[15A NCAC 02T .1109(b)(1)(k)]
3. When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent wind
erosion and surface runoff from conveying residuals from the land application sites onto adjacent
properties or into surface waters. [G.S. 143-215.1]
4. When the Permittee or his contractor(s) land applies bulk residuals, a suitable vegetative cover shall be
maintained on land application sites onto which residuals are applied, or application shall be in
accordance with the crop management plan outlined by the local Cooperative Extension Office, the
Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, or an
agronomist and as approved by the Division. [15A NCAC 02T .1109(b)(1)]
5. Bulk residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under section
4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes prolonged nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface
water or groundwater standards;
d. If the land is flooded, frozen or snow-covered, or is otherwise in a condition such that runoff of the
residuals would occur;
e. Within the 100-year flood elevation, unless the bulk residuals are injected or incorporated within a
24-hour period following a residuals land application event;
f During a measurable precipitation event (i.e., greater than 0.01 inch per horn-), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated balk liquid residuals;
h. If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to
achieve a final soil pH of at least 6.0, or if an agronomist provides information indicating that the
pH 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;
i. If the land does not have an established vegetative cover unless the residuals are incorporated or
injected within a 24-hour period following a residuals land application event. Any field that is in a
USDA no -till program shall be exempted from meeting this vegetative cover requirerrren.t;
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 separation of bedrock and the depth of residuals application is less than one foot;
1. Application exceeds agronomic rates.
[15A NCAC 02T .1109]
WQ0023306 Version 3.0 Shel.l Version 160210 Page 5 of 12

6. A dated Utilization Agreement between the Permittee, his subcontractor distributing and applying the
residuals, and the entity agreeing to accept Class A bulk residuals shall be in place prior to distribution
of the bulk residuals. The agreement shall specify the subcontractors and the agreeing entity's
responsibilities. The Permittee, the subcontractor, and the entity accepting the Class A bulk residuals
shall sign the Utilization Agreement. The Utilization Agreement shall have a clause allowing the
recipient of the residuals to end the Utilization Agreement at any time by notifying the Permittee in
writing. If the recipient of the residuals sells the property, the Utilization Agreement shall automatically
terminate. If the permit is rescinded, the Utilization Agreement shall automatically terminate. The
duration of the Utilization Agreement shall be one to which the Permittee, the subcontractor, and the
recipient of the residuals agree. Any changes in the agreement that are necessitated by changes in the
permit shall be mailed to the subcontractor and the recipient of the residuals by certified mail with
return receipt. The Permittee shall keep these records on file for inspection by the Division for each
Utilization Agreement while that Utilization Agreement is in force. [ 15A NCAC 02T .0108(b)(1), 02T
.1104]
7. At a minimum, the Utilization Agreement shall stipulate the following:
a. By agreeing to accept the bulk Class A residuals, it is recognized that the application of these
residuals is allowed under the conditions of this agreement including the prohibitions contained in
Condition I1I.6. Land application of Class A residuals is considered the beneficial reuse of a waste
under 15A NCAC 02T .1100, and has been deemed permitted under 15A NCAC 02T .1103(4)
provided the conditions of this agreement are met. Any action resulting in damages to surface water
or groundwater, caused by failure to follow the conditions of this agreement, is subject to Division
enforcement action;
b. The person or entity accepting the bulk Class A residuals shall to the best of his knowledge meet
the following application requirements:
Residuals shall not be stockpiled for more than 30 days (after the delivery of the last load) prior
to land application unless the permitee notifies the Washington Regional Office and receives
approval to exceed the 60-day limit. At a minimum, the information provided shall be the
location, the date that the last load was delivered, the quantity of residuals stockpiled, the
percent solids of the residuals stockpiled, measures taken to prevent stockpile runoff (e.g.
placement, perimeter berms, etc.) and the anticipated date the residuals will be spread.;
ii. Application of bulk residuals shall not occur within 100 feet of a public or private water supply
source;
iii. Application of bulk residuals shall not occur within 100 feet of any well, with the exception of
Division approved monitoring wells;
iv. Application of bulk residuals shall not 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 on the nutrient quantities within the residuals and recommended
application rates. A copy of the label or information sheet attached to bags or other containers, as
specified in the labeling requirements under Condition Ill.10, is sufficient;
d. The applicator or party accepting bulk residuals from the Permittee shall supply all third parties
receiving bulk residuals with documentation specifying that application shall occur consistent with
the utilization agreement;
e. Instructions, including 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 Utilization Agreement shall be maintained at the land application sites when bulk
residuals are being applied.
[15A NCAC 02T .0108(b)(1), 02T .1104]
WQ0023306 Version 3.0 Shell Version 160210 Page 6 of 12

8. All residuals shall be adequately stored to prevent untreated leachate runoff. The finished product may
be placed on a concrete pad, placed under shelter or physically covered until it is distributed to the
buyer. If an alternate storage site is used, approval must be obtained from the Division. [15A NCAC
02T .0108(b)(1)]
9. A label shall be affixed to the bag or other container in which residuals are sold or given away for land
application, or an information sheet shall be provided to the person who receives Class A residuals. At
a minimum, the label or information sheet shall contain the following:
a. The name and address of the person who prepared the residuals;
b. A statement that residual land application is prohibited except in accordance with the instructions
on the label or information sheet;
c. A statement identifying that this material shall be prevented from entering any public or private
water supply source (including wells) and any surface water (e.g., stream, lake, river, wetland, etc.);
d. A statement that the residuals shall be applied at agronomic rates and recommended rates for its
intended use.
[ 15A NCAC 02T .1109(a)]
10. The Permittee shall not distribute bulk residuals to any person or entity known to be applying residuals
contrary to the condition of the signed Utilization Agreement. The Permittee shall report to the
Washington Regional Office as per reporting conditions under Condition CV.8 any person or entity
known to be applying residuals contrary to the condition of the signed Utilization Agreement. [15A
NCAC 02T .1103(a)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division -required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sample reporting schedule shall be followed. [15A NCAC 02T .0108(c)l
Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Conservation
and Recovery Act (RCRA). Residuals that tests or is classified as a hazardous or toxic waste under 40
CFR Part 261 shall not be used or disposed under this permit. The analyses [corrosivity, ignitability,
reactivity, and toxicity characteristic leaching procedure (TCLP)] shall be performed at the
frequency specified in Attachment A, and the 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 TCLP analysis shall include the following parameters (the regulatory level in milligrams per liter
is in parentheses):
WQ0023306 Version 3.0 Shell Version 160210 Page 7 of 12

Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1,1-Dichloroetbylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide)
(0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Undane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200,0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl acetone (200.0)
Once the residuals have been monitored for two years at the frequency specified in Attachment A, the
Permittee may submit a permit modification request to reduce the frequency of this monitoring
requirement. In no case shall the monitoring frequency be less than once per permit cycle.
[15A NCAC 13A .0102(b), 02T. 1101, 02T. 1105]
3. An analysis shall be conducted on the Class A residuals at the frequency specified in Attachment A,
and the Permittee shall maintain the results for a minimum of five years. The analysis shall include the
following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)
f15A NCAC 02T. I 1011
4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A, and at the time indicated in the sampling and
monitoring sections of the approved O&M plan. The required data shall be specific to the stabilization
process utilized, and sufficient to demonstrate compliance with the Class A pathogen reduction
requirements in 15A NCAC 02T .1106 (a) and (b), and one vector attraction reduction requirement in
15A NCAC 02T .1107 (a) shall be met. Any exceptions from the requirements in this condition shall
be specified in Attachment A. [ 15A NCAC 02T .1106, 02T .1107, 02T .1111(c)]
5. Laboratory parameter analyses shall be performed on the residuals as they are distributed, and shall be
in accordance with the monitoring requirements in 15A NCAC 02B .0505. [15A NCAC 02B .05051
WQ0023306 Version 3.0 Shell Version 160210 Page 8 0£ 12

6. The Permittee shall maintain records tracking all bulb residual distribution or land application events
performed by the Permittee. At a minimum, these records shall include the following:
a. Source of residuals;
b. Date of distribution,/land application;
c. Name and address of recipient of residuals,
d. Volume of residuals distributed to each recipient,
e. Intended use of residuals;
f. If land application events performed by the Permittee - Nitrogen. Application Fate based on P.YEs
(if using data obtained from the North. Carolina State University Department of Soil. Science
Website, the printout page shall be kept on file and reprinted every five years).
l sA NCAC 02T .0109(a)]
T Three copies of an annual report shall be submitted on or before March I", The annual report shall
meet the requirements described in the Instructions for Residuals Application Annual ReportingForms.
Instructions for reporting and annual report forms are available at
httl ./' rLo I.7 gAti, s.orgl wc,b"well ➢ llan,reL�s�t_ , or can be obtained by contacting the Land.
Application Unit directly. The annual report shall be submitted to the following address:.
Division of Water resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[I 5A NCAC 02T .111 ] (a)]
8. Noncompliance Notification
The Permittee shall report by telephone to the Washington Regional Office, telephone number (910)
796-7215, as soon as possible, but in no case more than 24 hours or on the next working day following
the occurrence or first knowledge of the occurrence of any of the following:
a. Distribution of residuals abnormal in quantity or characteristic.
b. Any failure of the distribution program resulting in a release ofmaterial to surface waters.
c. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of
adequate residual treatment.
e. Any spill or discharge from a vehicle or piping system during residuals transportation.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
betaken to ensure that the problern does not recur. [15A NCAC 02T .0105(l), 02T .0108(b)(1)]
192V
1. The Permittee shall provide adequate inspection and maintenance to ensure prober operation of the
subject facilities and shall be in accordance with the approved. O&M Plan. ['1 SA NCAC 02'F r0108(b)]
WQ0023306 Version 3.0 Shell Version 16021.0 Page 9 of 12

2. Prior to each bulk residuals distribution event, the Permittee or his designee shall inspect the residuals
processing, storage, transport and distribution facilities to identify malfunctions, facility deterioration
and operator errors that could result in discharges to the environment, a threat to human health or a
public nuisance. The Permittee shall maintain an inspection log that includes, at a minimum, the date
and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date of inspection,
and this log shall he made available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on. or related to the distribution sites or facilities permitted herein at
any reasonable time for the purpose of determining compliance with this permit; may inspect or copy
any records required to be maintained under the terms and conditions of this permit; and may collect
groundwater, surface water or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the residuals distribution events are not carried out in accordance
with the conditions of this permit. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of residuals described in the permit
application and other supporting documentation. [G.S. 143-215.1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
I5A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCG010000; any requirements pertaining to wetlands under 15A
NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter
143 of the General Statutes. [15A NCAC 02T .0105(c)(6)]
In the event the residuals program changes ownership or the Permittee changes leis name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate documentation from the parties involved and other
supporting documentation as necessary. The Permittee of record shall remain fully responsible for
maintaining and operating the residuals program permitted herein until a permit is issued to the new
owner. [15A NCAC 02T .0104]
6. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [ 15A NCAC 02T .0110]
7. Unless the Division Director grants a variance, expansion of the permitted residuals program contained
herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
[15A NCAC 02T .0120]
8. The Permittee shall pay the annual fee within 30 days after being billed by the Division. failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(c)(3)]
WQ0023306 Version 3.0 Shell Version 160210 Page 10 of 12

Permit issued this the ��� day of MONTI I YEA '' �j
NORTH CAROLINA ENVIRONMENTAL MANAGI MEN''t OM:MISSION
S. Jay Zimmerman,, P.G., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0023306
WQ0023306 Version 3.0 S17e11 Version 160210 1'agae 11 of 12

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Biosolids Product
NEW PERMIT
Produced by The City of New Bern Residuals Processing Facility
Hqj ;,s, , Plant Manager
307 Glenburnie Dr.
New Bern, NC 28560
[phone]
Biosolids produced in accordance with North Carolina Permit Number
Users must adhere to the following restrictions:
i) A ten foot buffer restriction between any land application -and any public or private
water supply source, including wells, as well as any streams, rivers, lakes, and drainage
ways.
2) Residuals application is prohibited on any site that is. flooded, frozen, or snow-covered.
3) Adequate provisions must be provided to prevent surface runoff from carrying any
disposed or stored residuals product into any surface waters or water supply source
including wells.
4) Residuals application shall be applied at agronomic rates and recommended rates for
intended uses.
5) When applying, the following setbacks in feet shall be maintained:
Any private or public water supply source:, l 00'
Surface water: 25'
Surface water diversions: 0
Groundwater lowering ditches: 0
Any well with exception of monitoring wells: 100'
Bedrock outcrops: 0
6) This permit can be voided, if the soil on the site fails to assimilate the Biosolids or the
application process causes violation of surface or groundwater standards. Permit may be rescinded if
land application sites are not managed or operated in a manner that will protect assigned water
quality standards of surface water and groundwater
Residual Analysis Additional information provided upon request,
Date Collected: f��� �� (Lab turn around time
1 is a month.)

Program Information
Sludge transport.
Sludge is normally wasted from the secondary clarifiers to Aerated Sludge Holding Tanks # 1 and # 2 via
submersible waste sludge pumps located at the return sludge pumping station. Sludge wasting is done
by batch at the Operator's discretion. Approximately 197,500 gpd of sludge is wasted from the
secondary clarifiers at design flow conditions. The sludge from the New Bern Seven is taken from the
aerated digester at the reclamation facility by pump truck ( owned and operated by the City of New Bern
) and added to the Holding Tanks # 1 and # 2. The New Bern Seven Facility,wastes approximately 5,000
gpd, which is allowed to settle. Decant is directed back into the influent flow at the reclamation facility.
Approximately 20,000 gallons of thickened sludge is introduced per month to the sludge processes at
Aerated Sludge Holding Tank # 1 and # 2.
Sludge treatment process.
A two stage thickening process is normally used. After sludge is pumped into Aerated Sludge Holding
Tanks # 1 and #2, aerating and thickening will begin. This is accomplished by aerating, settling and
withdrawing the supernate from each holding tank. The aerators provide oxygen to further aid in
digestion of volatile solids. The aerators are sized to provide adequate mixing of the contents for each
tank, wasting is alternated between the tanks as required to allow adequate time for settling and
decanting procedures. Telescopic valves are used to decant supernate after settling has occurred. The
decant drains by gravity to the existing influentpumping station. Transfer to Aeration Sludge Holding
Tank # 3 is done after decanting. Additional thickening is accomplished in tank # 3. The combined
volume of all three tanks provides approximately eleven days of storage at design flow conditions.
Sludge is thickened to a minimum of 13 percent solids. The three aerated holding basin provide storage
in the event that the Belt Press Filter is out of service. Piping, pumps, and valves have been
incorporated which allow wasting, transfer or withdrawal of sludge from each of the Aerated Sludge
Holding Tanks should conditions warrant operation in a manner other than that described.
Sludge from the Aerated Sludge Holding Tank # 3 is pumped to the Belt Filter Press via progressing cavity
feed pumps. Normally, sludge will be pumped from tank # 3 when two stage thickening is utilized.
However, pumps, piping and valves are in place to allow indirect pumping from tanks # 1 and # 2, if
required.
An emulsion polymer feed system is provided for preparing, injection and mixing polymer with the Belt
Filter Press feed stream to aid with thickening. The polymer preparation system consist of a liquid
polymer feed system. The liquid polymer is metered and feed in the belt press feed pipe. A polymer
injection ring is located on the belt press feed pipe to provide adequate contact times of 15 or 30
seconds, if needed.
The two meter belt press normally operates at 160 gpm normally using liquid polymer. The current flow
requires two (2) eight hour shift per day. The press needs to operate 20 hours per day in order to meet
design flow conditions of 6.5 mgd for 18 percent solids. As influent flow increases over time, a second
belt press is required. Space has been added to accommodate a second press. The belt press control
panel integrates permissive signals and alarms from the belt press feed pumps, the polymer feed system
and the pasteurization system control panel in order that all equipment is operating simultaneously.

Operation and Maintenance Plan
Sludge transport.
Sludge is normally wasted from the secondary clarifiers to Aerated Sludge Holding Tanks
# 1 and # 2 via submersible waste sludge pumps located at the return sludge pumping
station. Sludge wasting is done by batch at the Operator's discretion. Approximately
197,500 gpd of sludge is wasted from the secondary clarifiers at design flow conditions.
The sludge from the New Bern Seven is taken from the aerated digester at the
reclamation facility by pump truck ( owned and operated by the City of New Bern ) and
added to the Holding Tanks # 1 and # 2. The New Bern Seven Facility wastes
approximately 5,000 gpd, which is allowed to settle. Decant is directed back into the
influent flow at the reclamation facility. Approximately 20,000 gallons of thickened
sludge is introduced per month to the sludge processes at Aerated Sludge Holding Tank
#1and #2.
Sludge treatment process.
A two stage thickening process is normally used. After sludge is pumped into Aerated
Sludge Molding Tanks # 1 and #2, aerating and thickening will begin. This is accomplished
by aerating, settling and withdrawing the supernate from each holding tank. The
aerators provide oxygen to further aid in digestion of volatile solids. The aerators are
sized to provide adequate mixing of the contents for each tank. Wasting is alternated
between the tanks as required to allow adequate time for settling and decanting
procedures. Telescopic valves are used to decant supernate after settling has occurred.
The decant drains by gravity to the existing influent pumping station. Transfer to
Aeration Sludge Holding Tank # 3 is done after decanting. Additional thickening is
accomplished in tank # 3. The combined volume of all three tanks provides
approximately eleven days of storage at design flow conditions. Sludge is thickened to a
minimum of 1.5 percent solids. The three aerated holding basin provide storage in the
event that the Belt Press Filter is out of service. Piping, pumps, and valves have been
incorporated which allow wasting, transfer or withdrawal of sludge from each of the
Aerated Sludge Holding Tanks should conditions warrant operation in a manner other
than that described.
Sludge from the Aerated Sludge Molding Tank # 3 is pumped to the Belt Filter Press via
progressing cavity feed pumps. Normally, sludge will be pumped from tank # 3 when
two stage thickening is utilized. However, pumps, piping and valves are in place to
allow indirect pumping from tanks # 1 and # 2, if required.
An emulsion polymer feed system is provided for preparing, injection and mixing
polymer with the Belt Filter Press feed stream to aid with thickening. The polymer
preparation system consist of a liquid polymer feed system. The liquid polymer is

metered and feed in the belt press feed pipe. A polymer injection ring is located on the
belt press feed pipe to provide adequate contact times of 15 or 30 seconds, if needed.
The two meter belt press normally operates at 160 gpm normally using liquid polymer.
The current flow requires two (2) eight hour shift per day. The press needs to operate
20 hours per day in order to meet design flow conditions of 6.5 mgd for 18 percent
solids. As influent flow increases over time, a second belt press is required. Space has
been added to accommodate a second press. The belt press control panel integrates
permissive signals and alarms from the belt press feed pumps, the polymer feed system
and the pasteurization system control panel in order that all equipment is operating
simultaneously.
The lime pasteurization system is comprised of a series of screw conveyors, dolomitic
lime/sludge cake bin, heating elements, lime feed system, pasteurization vessel,
discharge conveyor and odor control system. The thickened sludge and associated
additives are conveyed through the stabilization system by screw and belt conveyors.
The dolomitic lime bin allows supplemental sources of lime, bulk materials or
recycled/off site cake to be blended with the thickened sludge from the belt press.
Heating elements are provided to raise the temperature of the biosolids as they are
transported. The lime feed system provides the means to adjust the pH of the biosolids.
The pasteurization vessel provides a minimum of thirty minutes detention in order to
comply with CFR 40 Part 503 for a Class A sludge. The entire stabilization process is
monitored and controlled at the pasteurization system control panel which is linked
integrally with the belt press control panel to ensure the processes operate
simultaneously.
How leachate will be handled.
All liquid from the sludge handling and stabilization process are piped back to the
head of the plant for treatment. Supernate from the Aerated Sludge Holding Tanks
and existing floor drains from the Digester Building, are piped to the Influent Pumping
Station. leachate and wash water from the Belt Filter Press, as well as, floor drains from
the belt press and Sludge Stabilization Building, are piped to existing Plant Drain Pump
Station # I. Submersible pumps transport the leachate and washwater to the influent
Flow Splitter located immediately upstream from the Biological Treatment Units.
Storage before dewatering

The waste activated sludge from the secondary clarifiers is pumped to Aerated Sludge
Holding Tanks # 1 or # 2 until processed. Sludge from the New Bern Seven Reclamation
Facility is transported to the City of New Bern Wastewater Treatment Plant by pump
truck. This material is pumped into Aerated Sludge Holding Tanks ## J_ and # 2 and mixed
with the sludge from the main facility.
Maintenance of facilities
A maintenance program, OPS System Job Cal Plus, generates work orders. The work
orders are distributed by the Maintenance Supervisor (Steven Wille). The tasks are
performed by the Land Application Supervisor (Lawrence Simmons) and Biosolids
Operator (Willian Bryan Rowe).
The tasks range from checking and changing lubricants in gearboxes, greasing bearings,
inspecting the lime silo dust bag system, maintaining chemical feed pumps, maintaining
conveyor buckets, repairing electrical control components, etc.
Sludge transfer pumps, located in the Digester Building basement, are maintained by
the Maintenance Supervisor (Steven Wille)
Inspection Procedures for Equipment
Daily - inspect sludge transfer pumps, inspect belt press feed pumps, listen to drive
components for abnormal sounds, look for leaks, check filter press belts for alignment
and tears, for obstructions inspect hydraulic power unit and verify oil [eve]. Check belt
adjustments on all gearbox drives. Check alignment of Pasteurization belt. Inspect final
sludge conveyor buckets and look fortears and chain adjustment.
Monthly- check tightness of crankshaft bearing collars on sludge transfer pumps.
Grease sludge transfer pumps and belt press feed pumps. Grease drive motors. Grease
pillow block bearings on belt press. Check gear oil levels in gearboxes. Inspect dust bags
on lime silo. Grease vibrator on lime silo. Grease lime volumetric feeder and check
drive coupling insert for wear. Clean check valves on polymer feed pump.

Safety
The belt press and all conveyors have emergency stop cables. Gearbox drives have belt
and chain guards. All coupling drive pumps have guards installed, around couplings. All
stairs and catwalks have railings. The Lime silo has fall protection on the access ladder,
cage, upper guardrail and ladder fall restraint track. All manufacturer O & M manuals
contain Safety Instructions. The O & M manuals are located in the Sludge Building
Operations Room. The Plant staff attends monthly safety meetings and weekly tailgate
meetings. The Safety Data Sheet book can be found in the Sludge Building Operations
Room. Daily operation and safety inspections are performed by the Land Application
Supervisor.
Sludge Spill Response Plan
Objective: It is the Objective of the City of New Bern to prevent all bio-solids spills. Any
sludge leaking from the tailgates or valves, or spilled as a result of an overturned truck
unit will be handled as a spill.
Truck Policy: As a result of this objective, all truck transport units are equipped with
sealed tailgates and valves. The sealed gaskets used have mechanical locks to ensure the
gasket makes a watertight contact with the trailer or valve. All gaskets are inspected
prior to commencement of daily operations to insure no leaking will occur during
transport. Any vehicle found to be leaking will be repaired and reinspected prior to
being placed back in service.
Driver Policy: All drivers are trained to respond according to the Spill Plan. A copy is
available in all truck cabs.
Spill control plan:
1- If a minor spill occurs, such as a damaged valve or tailgate seal, repair the source of
the spill.
2- If a large spill occurs:
A. Divert traffic around the spill by using markers to move vehicles away from bio-
solids.
B. Notify local police to help traffic control. (phone 911)
C. Report the spill to the City of New Bern, Robert Jones or Tony Hawkins
252.639.7555 or 252.639.7558
D. Utilize straw bales to form a barrier and absorb any bio-solids liquid.
E. Clean up bio-solids and residue material with a vacuum truck and/ or front end
loader and shovels.
F. Transport the material to a permitted application site for disposal.
G. Clean roadway with water as necessary to remove material. Non -paved areas
will be tilled, graded and seed to restore original condition.

H. A written report will be submitted to the authority describing the nature of the
spill, quantity spilled and action taken to manage, contain and clean-up the spill.
Responsibility:
The City is responsible for supervising the clean-up through completion. All work will
be performed by the employees of the City and any additional local help as
required. The Treatment plant Manager, Robert Jones, or his designee, will be
responsible for notifying City and State Authorities.
Responsible Personnel
Plant Manager, Tony Hawkins, ORC
Tim Scott, Back up ORC
Land Application Supervisor, Lawrence Simmons
Bio-solids Operator 1, William Bryan Rowe
Maintenance Supervisor, Elvis Slade
Inspection Procedures In The Event of Noncompliance
If a noncompliance event occurs, the Land Application Supervisor and Plant Manager
will determine why the noncompliance occurred. Inspection of Pasteurization logs, lime
feed records and Lab results will be reviewed. For on the road spills, the Spill Response
Plan will be used. The Division of Water Resources will be notified within 24 hours. The
Plant Manager and Chief Operator are responsible for determining what caused the
noncompliance and implement actions to remediate the noncompliance event.
Sampling and Monitoring Plan
Staff Responsible for Sampling
Biosolids Operator, William Bryan Rowe
Land Application Supervisor, Lawrence Simmons
Lab Technician , Dwayne Greer, Michael Golder

Sampling
Daily- finished product pH, sample is collected at final sludge conveyor, push wall
Monthly- residuals analysis, 7 representative samples taken from piles in holding basin
and mixed together
Bimonthly- % total solids, 7 representative samples taken from piles in sludge holding
basin storage area and mixed together
Yearly- TCLP, collected from 7 representative samples from piles in holding basin and
mixed together

Sludge Spill Response Plan
City of New Bean
Obj ective:
It is the objective of the City of New Bern to prevent all bio-solids spills. Any sludge Icaking from
the tailgates or valves, or spilled as a result of an overturned tuck unit will be handled as a spill.
'truck Policy:
As a result of this objective, all track transport units will be equipped with sealed tailgates and
valves. The seal gaskets used will have mechanical locus to ensure the gasket makes a watertight
contact with the trailer or valve. All gaskets will be inspected prior to commencement of daily
operations to insure no leaking will occur during transport. Any vehicle found to be leaking will be
repaired and reinspected prior to being placed back in service.
Driver Policy:
A]]1 drivers will be trained to respond according to the spill control plan. A copy will be available
in all truck cabs.
Spill Control Plan: {
1) Na minor spill occurs, such as a damaged valve or tailgate seal, repair the so -Luce of the spill.
2) If a large spill occurs:
A. Divert traffic around the spill by using markers to move vehicles away frown bio-
solids.
B. Notify local police to help in traffic control (phone 911).
C. Report the spill to the City ofNew Bern, -re �/-/q ask;, S , (252)539-
7555 �
D. Utilize straw bails to form a barrier and absorb any bio-solids liquid.
E. Clean-up the bio-solids and residue material with a vacuum truck and/or front end
loader and shovels.
F. 'Transport the .material to a permitted application site for disposal.
G. Clean the roadway with water as necessary to remove the material. Non -paved areas
will be tilled, graded and seed to restore original condition.
H. A written report will be submitted to the Authority describing the nature of the spill,
quantity spilled and action taken to manage, contain and clean-up the spill.
Responsibility:
The City will be. responsible for supervising the cleanup -through completion. .All work will be
performed by the employees of the City and any additional. local help as required. The Treatment
Plants Manager, Judy Majstoravich, orher designee, will be responsible for notifying City and date
Authorities.

Sampling and Monitoring Plan
Staff Responsible for Sampling
Biosolids Operator, William Bryan Rowe
Land Application Supervisor, Lawrence Simmons
Lab Technician , Dwayne Greer, Michael Golder
Sampling.
Daily- finished product pH, sample is collected at final sludge conveyor, push wall
Monthly- residuals analysis, 7 representative samples taken ifram piles in holding basin
and mixed together
Bimonthly- % total solids, 7 representative samples taken from piles in sludge holding
basin storage area and mixed together
Yearly- TCLP, collected from 7 representative samples from piles in holding basin and
mixed together
Laboratories
WWTP- pH, total solids, volatile solids
Environment 1- residuals analysis, TCLP, fecal coliform
E

State of North Carolina
Department of Environmental tal Quality
Division ofWater Resources
Division ofWater ll. s� ar � 1 SA NCAC 02T .1100 —DISTRIBUTION OF CLASS A RESIDUALS
FORM: IDCAR 06-I6
I. APPLICANT INFORMATION:
1. Applicant's name: City of New Bern
Applicant type: ❑ Individual ❑ Corporation ❑ General .Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCA.0 02T .0106: Jordan Hughes Title. City�
Applicant's mailing address: PO Box 1129
City: New Bern State: NC Zip: 28563-
Telephone number: (L52) 639-7527 Email Address: hughesignewbern-ne.org
2. Consultant's name: License Number (for RE) --
Affiliation: E On Staff ❑ Retained (Firm: )
Consultant's mailing address:
City: State: Zip: -
Telephone number: (�) Email Address:
3. Fee submitted: $1,310.00 (See Instruction B)
H. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ❑ modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number WQ0023306
Date of most -recently issued permit:.2/1J2018
Date of most -recently certified Attachment A (if different than the permit): 2/1/2018
III. FACILITY INFOIt117ATION:
1. Name of residuals processing facility: City of New Bern Class A EQ Residual Management Program
City: New Bern State: NC Zip: 28563-
Coordinates: Latitude: 35' 8` 20° Longitude: 77. 3' 37"
Datum: NA083 Level of accuracy: + lft
Method of measurement: RTK/GP S
County where facility is located: Craven
2. Facility contact (person familiar with residuals preparation):
Name: Tony Hawkins Title: Plant Manager
Mailing address: 307 Glenburnie Dr.
City: New Bern. State: NC :Gip: 28560
Telephone number: QL2J 639-7555 E-mail address: hawkinst c newbern_nc,_org
FORM: DCAR 06-16 Page I of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan., submit an updated O&M plan.
❑ Submit the O&M Plan in accordance with 15A NCAC 02T .I 110 and include at a minimurm:
❑ Operational functions; describe the operation of the program to show what operations are necessary for the program to £unction
and by whore the functions are to be conducted.
❑ Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
❑ Safety measures; may include safety training program, manuals, signs, etc.
❑ Spill response plan; including control, containment, remediation, emergency contact information, etc.
❑ Inspection plan including the following information-,
❑ Names and titles of personnel responsible for conducting the inspections.
❑ Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection fi-equency are representative of the residuals management program..
❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
❑ Sampling and monitoring plan including the following information;
❑ Names and titles of personnel responsible for conducting the sampling and monitoring.
❑ Detailed description of monitoring procedures including parameters to be monitored.
❑ Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction. requirements (e-g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to ,sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliver :
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR DORM: DCAR 06--16 Page 3 of 3

D. Program Information (All Application Packages)
❑ Provide a narrative explaining the following:
❑ How the materials will be handled and transported from where the residuals were produced to where it will be treated.
❑ How the residuals will be processed/treated (attach process flow diagram).
How leachate collection will be handled.
❑ Where the residuals will be stored until processed.
❑ How the final product will be distributed (packaging, bulk, etc,)
❑ What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality_
❑ Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
❑ Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
❑ Name and address of the person who prepared the residual that is sold or given away_
❑ A statement that application of the residuals to the land shalt be in accordance with the instructions on the label or
information sheet.
❑ A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
❑ A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
❑ Information on all applicable setbacks in accordance with 15A NCAC 02T .1108(b).
❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following ininimurn items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108(a) on the plans.
❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1. 1 04(a)(2)(B), including leakage and pressure testing as appropriate.
❑ Puns and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN —NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to 'treatment or Storage Units)
Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (Maybe Required —See 15A NCAC IC .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be.required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of relater Resources 15A NCAC 02T .1100 --- DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. failure to submit all of the required items will lead to additional processing and review time for the
permit application. U Dless otherwise noted the A licant shall submit one on final and two copies of the_application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non-Disehai:ge Permitting Unit a ebsite
General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T .1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16):
❑ Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form_ If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ The project name should be consistent on the plans, specifications, etc.
❑ The Applicant's Certification on Page 3 of this form shall be signed in accordance with I5A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T. 106(b).
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NC➢EQ)_
F+'acility Classification
New Permit
Major (residuals permitted for distribution > 3,000 dry tons/year) $1,310
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810
Major Modification r
$245
1 - A i ajor modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or isicludes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages)
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06 16 Pagel of 3

3. is the residual process facility also the generator? ® Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: ? 120 days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e_ not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY E'iFORMA TTON:
1. ,Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; Z lawn (bulk); home garden (bulk);
® other (explain); hauled with city owned truck
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one inetric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
ner 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 1327 dry tons per year.
5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): Storage for biosolids will be provided at a covered concrete storage facility,
biosolids will be discharged adjacent to a reinforced concrete push wall for pickup and transport by rubber tired frontend loader.
6. Does the facility have a stormwater management plan? ® Yes; F] No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Floor drains inside
the covered storage facility, run to a plant internal pump station. All runoff pumps into treatment process.
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
Residuals Source
Certification
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification. (Application Involving New or Changes to 'Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes ❑ No, Explain;
I ff�,.-J
(Signature Authority's Name — PLEASE PRINT)
attest that this application for C,,L o� New ¢� C`1 r4�� �s� aqua 1 M
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit_ Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a .fine not to
exceed $I0,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: /Z
FORM: DCAR 06-16 Page 3 of 3

Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted the Applicant shall submit one original and two copies of the application and
supportin.iZ.documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website at:
htt .%rtal.ncdenr. or- web/wcl/ass/tau
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with I5A NCAC 02T _1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-13, FORM: DCAR 11-13, or FORM: SDR 11-13).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC I1-13):
x Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-13) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
x For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
x Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
❑ For each source facility, attach the following:
x Vicinity map - A vicinity reap that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Residuals Land Application Permits".
x Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
❑ Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
❑ Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frcquency, sample type, as well as the Division -certified Iboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for, any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be laird applied, distributed, and/or disposed.
C. Residuals Quality Information:
❑ For each source facility, attach the following:
❑ Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
❑ Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements_
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 11-13 Page 1 of I

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I. RESIDUALS SOERCE-GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: New Bern Seven Water Reclamation Facility
2. Facility permit holder is: ❑ Federal, ❑ State, X Local Government, or ❑ Private.
Facility permit issued by: X Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain: ).
3. Facility contact person and title: TonyHawkins Plant Manager
Complete mailing address: PO Box 1129
City: New Bern State: NC Zip: 28563-1129
Telephone number: 252) 639-7555 E-mail address: [e-mail]
4. Facility physical address: l 610 Old AirRort Rd.
City: New Bern State: NC Zip: 28560-
Coordinates: Latitude: 77 ° � ' 57.22 Longitude: 34' 4 r 10 48 "
Datum: D North American 1983 Level of accuracy: Sub Foot
Method of measurement: Survey Grade GPS
5. Purpose of the facility:
X treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
treatment of potable water, ❑ treatment of 100% industrial wastewater,
X treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 0% industrial and 100 % domestic)
❑ other (explain: ).
6_ Does the facility have an approved pretreatment program.: X Yes ❑ No
7. Facility permitted/design flow: 0.499 MGD and facility average daily flow: 0.427 MGD
8. Average amount of residuals being generated at this facility 36 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Approximately 5000 gallons of sludge is wasted from the lagoon system to an
aerobic digester lagoon. The digester is settled and supernated daily. The supemate goes back to the headworks. The
digester volume is 860,000 gallons. The sludge is hauled by pump truck owned and operated by the City. It is added to the
aerobic di esters at the CL of New Bern Class A EQ Residuals Processing Facility.
Type and volume ofresiduals storage (i.e., outside of residuals treatment units): There is no addition storage available at
this facility.
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
X 40 CFR Part 503 or ❑ 40 CFR Part 257_
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 021,110206 as:
FORM: RSC 11-13 Page 1 of 5

X Biological ❑. Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and Fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CPR §261.31-§261.33: ❑ yes X no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes Xno.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Summit Environmental Technologies, Inc. and Date of analysis: 8/5/2017
Passed corrosivity test: X yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: X yes ❑ no. Flashpoint: >140 °F (> 14011F)
Passed reactivity test:Xyes ❑no. HCN: ND<250 mg/kg (<250) & HzS: <500 mg/kg (<500)
TCLP Parameter
Limit
(mg/l)
Result
(nzg/l)
TCLP Parameter
Limit
(mg/1)
Result
(mg/l)
Arsenic
5.0
<0.500
Hexachlorobenzene
0.13
<0.100
Barium
100.0
<5.0
Hexachloro- 1, 3 -Butadiene
0,5
<0.100
Benzene
0.5
<0.100
Hexachloroethane
3.0
<0.100
Cadmium
1.0
0.250
Lead
5.0
<0.500
Carbon Tetrachloride
0.5
<0.100
Lindane
0.4
<0.00250
Chlordane
0.03
<0.0250
Mercury
02
<0.00250
Chlorobenzene
100.0
<0.100
Methoxychlor
10.0
<0.00250
Chloroform
6.0
<0.100
Methyl Ethyl Ketone
200.0
<2.00
Chromium
5.0
<0.200
Nitrobenzene
2.0
<0.100
in -cresol
200.0
<5.00
PentachIorophenol
100.0
<0.250
o-Cresol
20U
<5.00
Pyridine
5.0
<0.250
p-Cresol
200.0
<5.00
Selenium
1.0
<0,500
Cresol
200.0
<5.00
Silver
5.0
<OS00
2,4-D
10.0
<5.00
Tetrachloroethylene
0.7
<0.100
1,4-Dichlorobenzene
7.5
<0.100
Toxaphene
0.5
<0.0500
1,2-Dichloroethane
0.5
<0.1.00
Trichloro ethylene
0.5
<0.100
1,1-Dichloroethylene
0.7
<0.100
2,4,5-Trichlorophenol
400.0
<0.250
2,4-DinitrotolueDe
0.13
<0.100
2,4,6-Trichlorophenol
2.0
<0.250
Endrin
0.02
<0.00250
2,4,5-TP (Silvex)
1.0
<0.500
Heptachlor and its Hydroxide
0.008
<0.00250
Vinyl Chloride
0.2
<0.200
FORM: RSC 11-13 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i_e_, as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NC ABC 02T .1105.
a. For DistributionlLand,4pplieation: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment I Inc. and Date of analysis: 11/13/2017
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(m9/k9)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<2.5
Cadmium
85
39
<0.5
Copper
4,300
1,500
74
Lead
840
300
5.1
Mercury
57
17
0.16
Molybdenum
75
n/a
6
Nickel
420
420
<5.0
Selenium.
100
100
<5.0
Zinc
7,500
2,800
152
b. For Surface Dis osal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment I Inc. and Date of analysis: 11/13/2017
Distance from disposal unit Arsenic <2.5mag _ Chromium <0.5mg/kg Nickel <5.0m /lc
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
Ong/kg}
Chromium
(nag/kg)
Nickel
(mg/kg)
X > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
FORM: RSC 11-13 Page 3 of 5

❑ > 125 62 450 420
Result (,g/kg) <2.5 8 8
FORM: RSC 11-13 Page 4 of 5

5, Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 41.83 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environment 1 Inc. and Date of analysis: 11/13/2017
Parameter
Result
(mglkg)
Aluminum
3228
Ammonia -Nitrogen
1665
Calcium
393207
Magnesium
4450
Nitrate -Nitrite Nitrogen
93.83
pH (Standard Unit)
12.2
Phosphorus
7961
Potassium
2088
Sodium
<1250
Total Kjeldahl Nitrogen
24020
c. Using the results listed in Item II. 5b_ above, calculate the sodium adsorption ration (SAR): 3_4
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): El default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (1st) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(rng/kg}
Surface
65i5
155
Injection/Incorporation
6557
197
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: NIA
FORM: RSC 11-13 Page 5 of 5

Narratives
(Flow chart attached.)
Flow comes from a step system, with low B®D and TSS.
Influent enters an Equalization. Basin and/or is divided between two Aeration Basins.
(There is also a five day storage lagoon.)
From the Aeration Basin the flow is pumped to two Clarifiers.
Sludge from the Clarifiers is pumped to an Aerated Digester, with supernate going back
to the Aeration. Basins.
The Effluent from the Clarifiers passes through a Tertiary Filter, with backwash going
back to the Aeration Basins.
The filtered water is Chlorinated and goes to two Final Storage Lagoons.
The final effluent is pumped to a day tank, located at the tree faun owned and operated
by the City of New Bern. It is sprayed on 109 acres of trees.
Purposed handling of sludge:
After processing in the digester, the sludge would be hauled by a pump truck to the main
plant monthly (approximately 6,000 gallons or 3 tons of solids). It would be added to the
two aeration digesters and follow the same train as the sludge from the main plant,
through transferring, belt press and pasteurization process.
Approximately 5,000 gallons are wasted per day or (5000)(365) = 1,825,000 gallons
The volume of the digester is 860,000 gallons. The contents are supcinated daily.
In the past four years, we have hauled 210,000 gallons/year or
(210,000 gallons)(0.0359)(8.34) = 62880 lbs or 31 tons
Without any loss due to digestion:
Influent contains approximately 75 mg/L for average 0.411 MGD or
(0.427)(75)(8.34)(365) — 97487 lbs or 49 tons
Sampling would be done as a mixture with sludge from the New Bern Wastewater
Treatment Plant.
Initial sampling was done to show the content of the sludge before addition to the main
plant process. Laboratory results are attached.

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114 OAKPACINTPRIVE.
CITY OF NEW BERM (B?OSOLIDS)
RTTN: TONY HAWKING
P.q, BOX 13.29
NEW BEFtN ,NC 28563
ID# ; 214 A
DATE COLLECTED; 01/19/21
DATE REPORTED : 01/22/21
REVIEWED PY:
Huldilig
Holdhig
Holding
Holding
Holding
Analysis
'Method
PARAMETERS Basin-FC#11
Basin-FCl12
Bashi-FCi13
Basin-FC#4
Basin-FCNS
Date Analyst
Code
Total Solids, `7o 33.08
=41.10
35.94
36.61
36J7
01/19/21 3N15
25 40G-11
Fecal Colifom (NTPN), /gran Solids <1.8
<1,8
<1.8
<1.8
<l.H
01119/21 JMS
9221E-06

L
� I 1 I f il; \ [hi 11
GREY VIA l.E N C 27858 `
CITY" OF NEW BERN (BIOSOLIDS)
ATTN: 'i`ONY HAWKI'NS
P.o. Box 1129
NEW BERN ,NC 28563
ID# z 214 .A
DATE COLLECTED: 01/19/21
DATE REPORTED : 01/22/21
REVIEWED BY:
oldlug
Holding
Analysis
Method
PARAMETERS Basin -FM
Basin-FCt/7
Date Analyst
Code
Total Solids, % 36A2
36.34
01/19/21 JAS
254OG-11
Fecal Coliform (M1 N), /graam Solids -� 1.8
<1.8
01/19/21 JAYS
9221E-06

1 s477 y ppA�r55MON 'pia IV 27,858
CZTY OF NEW BERN (HSOSOLIDS)
ATTNz TONY HA.WKINS
P.O. BOX 1.129
NEW BERRY ,NC 28563
PA R AIv1ETE1I.S
Aluminum, (dry ut. basis), nrgllcg
Arsenic (dry ivt. basis), ❑rg/kg
Calcium (dry wt, basis), rrrg/lcg
Cadmium (dry wt, basis), mg/Icg
Copper (dry wt. basis), mg/hg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), rngllcg
Magnesium (dry wt. basis), mg/kg
Merci€ry (dry wt. basis), big/kg
NkIcel (dry wt. basis), mg/kg
Potassium (dry -,vt, basis), rug/kg
Selenium (dry wt. basis), mg/](g
Silver (dry Wt. basis), mg/Icg
Sodium (dry wt. basis), rrag/kg
Zinc (dry wt, basis), rug/kg
Total Cyanide (dry weight), rrrg/kg
TIN (dry uvt.), ing/kg
Ammonia Nitrogen (dry wt.),mg/1cg
Phosphorus, T. (dry wt,), mg/kg
Nitrate -Nitrite (dry wt,), rnglkg
Plant Available Nitrogen, mg/Icg
Molybdenum (dry mt. Basis), nlglkg
Holdvrg Analysis Method
Basin (RA) Date Analyst Code
2661
01/29/21
LFJ
EPA200,7
4.7
01/28/21
MTM
3113B-04
311190
01/29/21
LFJ
EPA200.7
<0,5
02/02/21
IiITM
311313-04
96
01/29/21
LFJ
EPA200,7
8
01/29/21
LFJ
EPA200.7
5.0
02/01/21
NUM
3113B-04
3607
01129/21
LFJ
EPA200.7
0.15
0112712l
MTM
EPA7471 B
<5.0
01129121
LFJ
EPA20I1.7
3405
01/29/21
LFJ
EPA200.7
<5,0
02/01/21
MTM
3113E-04
<2.5
01/29/21
LFJ
EPA200.7
<1250
01/29/21
LFJ
EPA200.7
230
01/29/21
LFJ
EPA200.7
31.5
01120/21
KDS
450OCNE-11
c 26650
01/2.2121
TLH
351.2 R2-93
c 42,82
01121121
ICES
350A R2-93
c 12960
01/22/21
KES
365.4-74
c 63.73
01/21/21
DTL
353.2 I12-93
I3399
0U27121
MAO
<5.0
0I/29121
1,FJ
EPA200.7
ITS# : 21.4
DRTF COLLECTED: 01/19/21
DATE REPORTED ; 02/03/21.
i
REVIEWED BY:
c Uncertified data. DVIR does not Cfrer nen-aqueoua certification for this analytical. PrOCedure-

1 t., �.IJ .�,.,
3 i'' ;�I.�iUA NIT Ot IVE
CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAi'KINS
Poo. BOX 1129
NEW BERN a RTC 2 B 5 6 3
Holding
Amilysis
Method
PARAMETERS Basin (IAA)
Date Analyst
Code
Aluminum, (dry wt. basis), mglltg
2191
02/09121
LFJ
EPA200.7
Arsenic (dry wt, Basis), mg/kg
3.0
02/10/21
MTM
3113E-04
Calcium (dry wt. basis), nrg/ltg
388919
()2109121
LFJ
EPA200.7
Cadmium (airy wt. basis), mglltg
<0,5
02/12/21
MTM
3113B-04
Copper (dry wt. basis), mg/kg
53
02/09/21
LFJ
EPA200.7
Chromirim, T.(dry wt, basis),ing/kg
5
02/09/21
LFJ
EPA200.7
Lead (dry weight basis), rng/itg
2.9
02/11/21
NIT61
3113B-04
Magnesium (dry wt. basis), mglkg
4048
02/09/21
LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.11
02/23/21
JVITM
EPA7471B
NicItel (dry wt_ basis), nightg
<5.0
02/09/21
LFJ
EPA200.7
Potassium (dry wt, basis), mg/kg
2296
02/09/21
LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
02/10/21
MTM
3113E-04
Silver (dry wt. basis), mglkg
<2.5
02/09/21
LF1J
EPA200.7
Soclillrrs (dry wt. basis), ntgllcg
<1250
02/09121
LFJ
EPA200.7
Zinc (dry wt, basis), Ing/kg
1U9
02/09/21
LFJ
EFA200.7
Total Cyanide (dry weiglit), I-rag/kg
24,11
02/0812I
IDS
450OCNE-11
TKN (airy wC), mg/kg
c 3761
02/11/21
KES
351,2 R2-93
Ammonia Nitrogen (dry wt.),mg/lig
c 37.92
02/I0/21
TL1-i
350A R2-93
Phosphorus, T. (ciry tirt.), mg/kg
c 6229
02/11/21
Tl.M
365.4-74
Nitrate -Nitrite (dry -sot.), ntgllcg
c 61.88
02/10121
DTL
353.2 R2-93
Plant Available Nitrogen, naglkg
1570
02/20/21
MAO
Molybdenuin (dry art. basis), rngllcg
<5.0
02/09/21
LFJ
EPA200.7
XD# : 214
DATE COLLECTED: 02/04/21.
DATE REPORTED : 02/25/21
REVIEWED BY,
c Uncertified Data. DTR doee net offer non -aqueous car Lineation Eer this analytical. prae�dure.

CITE' OF NEW BEEN (BIOSOLI 3S)
ATTN: TONY HAWKINS
P.O. BOX 1.325
NEW BEST ANC 28563
Drinking Plater ID; 37715
! D# : 214 A
DATE COLLECTED: 03/17/21
DATE REPORTED , 03/22/21
REVIEWED BY:
t-60
-1,56-0633
Holding
1-101ding
Holding
Holding
Holding
Analysis
)401100
PARAMETERS Basin-FUl
basin-FC#2
Basis:-FC#3
Bmin-FC#4
B,,Me-FUS
Datt Analyst
Cade
Tot7l Solids, °'0 31,94
32,24
31.52
37,31
35,13
03/17/21 KDS
2540G-11
Fecal Coliform (MPN), /gram Solids <1.8
<1.8
<118
<1,8
<1.8
03/17/21 IDS
9221E-06

CITY OF NEW BERN (BI05OL IDS)
ATTN : TONY HAWKINS
P.O. BOX 1129
NEW BERN ,NC 20563
DxinkinV WaLv): I➢: 377;L5
IDS# : 214 A
DATE COLLECTED; O 3 / 17 / 21
DATE REPORTED : 03/22/21
i2E"VIFWED BY;
Holding
Bolding
Analysis
Method
PARAMETERS Basin-FCC/6
Mtshi-FC#7
Date Analyst
Code
Total Solids, %n 29.54
32,96
03/17/21 KDS
254OG-II
Fecal I oliform (MPN), /gram Solids <1.8
<1.8
03/17/21 I{TDS
9221E-06

t:.,(% rm{:...%.F, N.C.27858
CITY'' OF NEW BERN (BTOSOLIDS)
ATTN: TONY HAWXINS
P,O, BOX 1129
NEW BERN ,NC 28563
PARAMETERS
Aluminum, (dry wt, basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. hasis), niglkg
Cadmium (dry wt. basis), mgllcg
Copper (dry wt. basis), mglkg
Chramium, T,(dry wt. basis),nlg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), sng/kg
Mercury (dry lot, basis), mgllcg
Nickel (dry wt, basis), mg/kg
Potassium (dry wt. basis), mgllcg
Selenium (airy wt. basis), rag/kg
Silver (dray wt, basis), mg/kg
,Sodium (dry ivt, basis), rug/kg
Zinc (dry wt, basis), mg/kg
'iota] Cyanide (dry weight), mg/kg
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry lsrt.),nlglltg
Phosphoa'us, T. (dry lot.), mg/kg
Nitrate -Nitrite (dry nit,), ma/iig
Plant Available Nitrogen, mg11�g
Molybdenum (dry wt. basis), mg/kg
IHoldiilg
Analysis
IN'lethod
Basin (RA)
Dgte
Analyst
Code
4489
04/01/21
LFJ
EPA200.7
6.0
04/05/21
M'I'M
31.1333-04
280925
04/01/21
LFJ
EPA200.7
0,52
04/01/21
MTM
3113B-04
143
04/01/21
LFJ
EPA200.7
11
04/01/21
LFJ
EPA200.7
U
04/01/21
N1'1'Nl
311313-04
3311
04/01/21
LFJ
EPA200.7
0.16
04/05/21
MTM
EPA7471B
<5,0
04/01/21
LPJ
EPA200.7
3803
04/01/21
LFJ
EPA200.7
<5.0
03/31/21
NITM
31.13B-04
<2.5
04101/21
LFJ
EPA700.7
<.1250
04/01/21
LFJ
EPA200.7
277
04/01121
LFJ
FPA200,7
47.95
03129/21
KDS
4500CNE-11
e 19250
03/23/21
KES
351,2 R2-93
c 92.78
03/24/21
DTL
350,1 R2-93
c 9529
03/23/21
TLI]
365,4-74
e 49.88
03)23/71
DTL
353.2: RZ-93
7759
04/02121
MAC
<5.0
04)01/21
LFJ
EPA200.7
P,31 1 (252) 756-6,208
ID#1 : 214
DATE COLLECTED: 03/17/21
DATE REPORTED : 04/08/21
REVIEWED T'Y-
c uncertified data. DWR does not offer non -aqueous certification far this analytical procedure,

114 OAKM DINT DRIVE.
CITY OF NEW BERN (BIOSO IDS)
.A.TTN: TONY HA.WKINS
P,O. BOX 1129
NEW BERDT ,NC 28563
Holding
Analysis
Ml-'thud
PARAMETERS Basin
(IAA)
Date
Analyst
Corte
Aluminum, (dry nit, basis), mg/kg
3671
04/14/21
LF3
EPA200,7
Arsenic (dry wt. basis), mglisg
7.3
0 4119/21
A'1T•NI
311313-0 4
Calcium (dry wt, basis), mglltg
264826
04/1€4121
LKJ
PA200.7
Cadmium (dry wt. basis), mg/l(g
0,61
04/10/21
NITNI
3113B-04
Copper (dry wt, basis), mg/kg
297
04/28/21
LF•.J
EPA200,7
C3rorninm, T-Wry wt, bnsls),mg/kg
11
04/14121
LFd
EA PA200.7
Lead (dry weight basis), 31191lt9
7,5
04/15/21
NIT1V1
3113B-04
NhIgnesin1€1 (dr)' ivt, ba&is), ing/lcg
3484
04/14/21
LPJ
EPA200,7
Mercury (dry wt, basis), mg/kg
0.14
04/27/21
NITM
11,PA7471B
Nickel (dry ivt. basis), €i19/119
5
04/14/21
L.F'J
LPA200.7
Potassium (dry wt. basis), mg/kg
4142
04/15/21
LFJ
EPA200.7
Selenium (dry wt, basis), mg/Rg
C5.0
04/20/21
MTM
3113B-04
Silver (dry wt, basis), mg/1(g
<2,5
04/14/2I
LF3
EPA200,7
Sodium (dry wt, basis), mglkg
C 1250
04/I5/2I
LFd
EPA200.7
Zinc (dry wt• basis), mg/kg
291
04/.14121
LF,i
E, PA200,7
Total Cyanide (dry weight), mg/1(g
36,76
04/12/21
I DS
450OCNE-11
TKN (dry wt.), niglkg
C 24290
Ul14nl
TLH
351.2 R2-93
Ammonia Nitrogen (dry )yt,),n7g/kg
e 72.88
04/14/21
DTL
350.1 R2-93
Phosphorus, T. (dry rl,i,), trig/kg
c 10290
04/14121
ICES
365.4-74
Nitrate -Nitrite (dry -wt,), mg/]Kg
c 42.93
04/14/21
DTL
353,2 R2-93
Plant Available ]Nitrogen, mglltg
9766
04/15/21
MAO
A4olybde€mm (dry wt. basis), mg/lcg
5
04114/21
LFd
EPA200.7
D ri n k I ng bla c.er IUi 17715
TD#. 21.4
DATE COLLECTED; 04/07/21
DATE REPORTED 04/29/21
REVIEWED BY, � ✓ ��
c Uncerti tied data, DWR dcea not of fe.r non-aguecua certj fica tJon fox: this analytical procedure,

CITY OF NEW BER.N (BIOSOLIDS)
ATTN: TONY HAWKINS
P,O, BOX 1129
NEW BERN, NC 20563
756-0633
DATE COLLECTED, 05/13/21
DATE REPORTED : 05/20/21
REVIEWED BY: _:
Holding
Holding
Holding
flolding
Holding
Aim]}sis
IVietli©c1
PARAMETERS Basin-FC#1
Basin-FUZ
Basir7-FC#J3
Basin->; U4
Bash]-FC95
Date Analyst
Code
Total Solids, %fl 37.30
47.36
39,72
45.94
42.44
05/17/21 B V
2540G-1I
Fecal Coliform (NI.P;d), /gram Solids <1.8
c1.8
<i,fi
C1.8
<i.8
05/13121 BLV
922IR-06

CITY OF NEW BERN (BIOSOLTDS)
AT'T'N : TONY HAM(INS
P.O, BOX 1129
NEW BERN, NC 28563
FAX (25'2) 7 61-(j5,33
]LATE COLLECTED: 05/13/21
DATE REPORTED : 05/20/21
REVIEWED BY:
(�
Holding
Holdbig
AnRlysis
Method
P.41;fi.ME'1ERS Bashi-1'C#6
Basin-FU7
Date Analyst
Code
Tot-M Solids, % 41,43
42.5E
05117/21 BL-V
2540G-11
Fecal Coliform (MPN), /gram Solids C1,8
C1,8
05/13/21 BLV
9221E-06

CITY OF NEW BERM [BIOSOLIDS)
ATTN. TONY HAWKINS
P.O. BOX 1129
NEW BERN, NC 28563
PARANTETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), Mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. Basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weigbi basis), mg/ka
Magnesium (dry wt. basis); mg/lig
Mercury (dry wt. basis), nigllig
Nickel (dry wt. basis), mg/kg
Potassium (dry wt, basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mglkg
,Sodium (dry wt, basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), rnglkg
'1'KN (dry wt.), mg/kg
Anirrionia !nitrogen (dry wt.),mglkg
Pbospborus, T, (dry wt.), mgllig
Nitrate-Nltrite (dry wt.), mg/kg
Plant Available Nitrogen, mglkg
Molybdenum (dry wt. basis), rnglkg
Holding
Analysis
Method
Basin (RA)
hate
Analyst
Code
3057
05/19/21
LFJ
EP.A200.7
6,0
05/21/21
MTNI
3113B-04
263600
05/19/21
LFJ
EPA200.7
0.52
05/19/21
NITNI
3113B-04
237
0-5/19/21
LFJ
EPA200.7
12
05/19/21
LFJ
EPA200.7
5.3
05/20/21.
iWITM
3113B-04
3384
05/19/21
LFJ
EPA200,7
0,22
05/27/21
IV1•TIM
EPA747113
<5.0
05/19/21
LFJ
EPA200.7 _
3617
05/19/21
LFJ
EPA200.7
<5.0
05/19/21
MTM
3113B-O4
<2.5
05/19/21
LFJ
EPA200.7
<1250
05/19/21
LEY
EPA200.7
267
05/19/21
LFJ
EPA200.7
65.37
05/17/21
16DS
4500CRE-11
c 1.2490
05/18t21
1sES
351,2 R2-93
C 98,96
05/19/21
ICES
350.1 %2-93
c 16340
05/1812I
TLFI
365.4-74
c 103.0
05/19/21
DTL
353.2 152-93
5109
05/30/21
MAO
< 5.0
05/19/21
LFJ
EPA200.7
ID#: 214
DATE COUTECTED. 05/13/21
DATE REPORTED : 06/01/21.
REVIEWED BY:
c Uncertified data. DWR doe© not of£ez non-aaueaus certific Ltian for this analytical procedure.

CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAWfLINS
P.O. BOX 1.129
NEW BERM, NC 28363
PARAid1ETERS
Al"minuni, (dry wt. basis), mglkg
Arsenic (dry wt. stasis), mg/kg
Calcium (dry wt. basis), ing/kg
Cadmium (dry xvt, basis), mg/kg
Copper (dry wt. basis), mglkg
Chromium, 1'.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt, basis), mgliig
Mercury (dry wt. basis), mg/kg
Nickel (dry tint. basis), tug/kg
Potassium (dry wt. basis), rug/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), uiglkg
/ivc (dry Fait. basis), mg/kg
Total Cyanide (dry weight), in"/kg
TIC (dry wt.), nig/kg
Ammonia Nitrogen (dry wt.),mg/hg
Phosphorus, 7'. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), Qngllcg
Pant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding
Analysis
Method
Basin (RA)
Bate
Analyst
Code
3391
06(25/21
LFJ
EPA200.7
4.2
06/24/21
MTNI
3113E-04
245246
06/25/21
LFJ
CPA200,7
0.59
06/24/21
1V1T:M
3113B-04
24.1
06/25/21
LFJ
EPA200.7
13
06/25/21
LFJ
EPA200.7
7.0
06/25/21
141`1IM
3113B-04
4899
06/25/21
LFJ
EPA200.7
0.37
06/21/21
1V1TM
EPA7471B
6
06/25/21
LFJ
EPA200.7
3109
06/25/21
LFJ
EPA200.7
C 5.0
06/25/21
fMTM
311313-04
C2.5
06/25/21
LFJ
EPA200.7
C 1250
06/25/21
LFJ
1 PA200,7
352
06/25/21
US
EPA200.7
112.5
06/09/21
KDS
4500C1R11
c 27490
0+6115/21
TL11
351,2 1a2-93
c 58.54
06/09/21
DTL
350A R2-93
c 11120
06/15/21
ICES
365.4-74
c 123.0
06/09/21
KES
353.2 R2-93
11125
00/22/21
NAAO
c5,0
06125i21
LFJ
EPA200.7
ID#; 214
DATE COLLECTED: R6/02/21.
DATE REPORTED ; 07/01/21
REVIEWED BY:
c 0. fti €i6d data. ➢S+TR deee i-sot after nen-aqueous certiticatzcn for this analytical procedure,

CITY OF NEW BERM (BIOSOLIDS)
ATTN: TONY HAWKINS
P.O. BOX 1729
NEW BERN, NC 28553
ID#: 214 -)�
DATE COLLECTED; 07/20/21
DATE REPORTED : 07/23/21
d r"
REVIEWED BY -
Holding
Holding
Holding
Holding
Hotding
Analysis
Method
1PA.RAN1E'rERS Basin-FUl
Basin-FU2
Basin-FC#3
Basin-FC#4
Basin-FC#5
Date Analyst
Code
Total Solids, % 37.15
36,95
37.00
40,64
35.53
07/20/21 JNIS
2540G-11
Fecal Coliform (AIM), /gram Solids < 1.8
< l .8
< L8
< 1.8
C 1 8
07/20/21 itI3S
9231F-06

CITY OF NEW BERM (BIOSOLIDS)
AT'TN a TONY HAWKINS
P.O. BOX 1129
NEW BERM, NC 28563
QrInk1b 9 Water ID:37715.-
. wastewater ID: 19
ID#; 214 A
DATE COLLECTED; 07/20/21
DATE REPORTED ; 07/23/21
REVIEWED BY
Il©lding
Holding
Analysis
Method
1'A1dAMETERS Basin-FU6
Basin-PC/f7
Date Analvsl
Cade
Total Solids, % 38.27
36.44
07/20/21 JNIS
2540G-1I
Fecal Coli€orm (MPN), /gram Solids C 1.8
C 1.8
07/20/21 K.DS
9221E-06

CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAWKIN'S
P.O. BOX 1129
FEW BERN, NC 28563
PARAMETERS
Aluminum, (dry wt, basis), mg/kg
Arsenic (dry wt. basis), mgllcg
Calcirswn (dry wt. basis), mgllcg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dvv wt. basis),ing/kg
Lead (dry weight basis), anglkg
Magnesium (dry wt. basis), rng/Vg
Mercury (dry wt. basis), mg/kg
Nickel (dry wvt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/Rg
Silver (dry wt. basis), rngllig
Sodium (dry wt. basis), mg/kg
Zinc (dry rut. basis), rng/kg
Total Cyanide (dry weight), mglkg
TKN (dry wt.), rng/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plajat Available Nitrogen, mg/kg
Molybdenum (dry wt, basis), mg/kg
Holding
Analysis
Method
Basin (RA)
hate
Analyst
Code
3335
08/04/21
NITM
EPA200.7
2.6
08/04/21
MTM
3113B-04
283233
08/04/21
MTN[
EPA200.7
0.65
08/03/21
NI �NI
3113B-04
158
08/04/21
MTM
EPA20O.7
I1
08/04/21
IlITM
EPA200.7
7.4
08/03/21
iV1TNI
31138-04
4160
OS/04/21
MTM
EPA200.7
0.49
08/02/21
tNITNI
EPA7471B
6
08/04/21
MT11-I
EPA200.7 _
2253
O8/04/21
IMTNI
EPA200.7
< 5.0
09/04/21
MINI
311313-04
<215
08/04/21
MTI\,l
EPA200.7
< 1250
08/04/21
1V1TM
EPA200.7
286
09/04/21
MTM
EPA200.7
50.9
07/27/21
KDS
450flC.NE-11
c 9265
07/22/21
DTL
351.2 R2-93
c 64.50
07/23/21
MINIM
350,1 R2-93
c 1.0060
07/22/21
KES
365A-74
c 143.9
07/22/21
HMI
353,2 R2-93
3856
07/30/21
MAO
<5.0
O9/04/21
NITIVI
EPA200.7
ID#: 214
DATE COLL8CTED: O7/20/21
DATE REPORTED : 08/O5/21
r
RE117I2WnD Dwy.
c Uncertified data. ❑WR does not offer non- 3g .oue certi£ieation for this analytical procedure.

CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY RAWKINS
P.O. BOX 1129
NEW BERET, NC 28561
PARAMETERS
TERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis); crag/kg
Calcium (dry wt, basis), mgllcg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),uag/kg
Lead (dry weight basis), niglkg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wrt. basis), mg/kg
Selenia rn (dry wt, basis), mg/kg
Silver (dry wt. basis), nag/kg
Sodium (dry wt. basis), mg/kg
Zhic (dry wt. basis), mg/kg
Total Cyanide (dry weight), mglkg
TICK (dry wt.), rug/kg
Ammonia Nitrogen (dry wt,),mg/Irg
Phosphorus. T. (dry wt.), rug/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding
Analysis
NIQUIod
Basin (RA)
Date
Analyst
Code
3173
08/17/21
LFJ
EPA200.7
C2.S
O8/17/21
Mi TM.
311.313-04
308776
08/17/21
LFJ
EPA200.7
<0.5
08/18/21
IMTM
3.11.3B-04
143
08/17/21
LFJ
EPA200.7
11
08/17/21
LFJ
EPA200.7
6.8
08/18/21
1+ UNI
311313-04
1172
08/17/21
LFJ
EPA200.7
0.30
08/24/21
MTM
EPA7471B
5
08/17/21
LFJ
EPA2O0.7 _
2122
08/17/21
LFJ
EPA200.7
C5.0
08/17/21
MTM
311311-04
<2,5
O8/17/21
LFJ
EPA200.7
<1250
08)17/21
LFJ
EPA200.7
276
08/17/21
LFJ
EAPA200.7
31.1
08/11/21
KDS
4500CNE-11
c 15920
08/12/21
KES
351.2 112-93
c 135.5
08/11121
ICES
350.1 R2-93
c 10250
08/10/21
KES
365.4-74
c 96.65
08/17/21
KES
353.2 R2-93
6478
08/28/21
MAO
<5.0
08/17/21
LFJ
EPA200.7
--Waatawater ID!- i0
ID# : 214
DATE COLLECTED: 08/04/21
D ,TE REPORTED : 08/30/21.
REVIEWED BY:
c Uncertified data. DWR dogs 1,0L offez non -ague oua certification for this analytical procadure.

CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAWKI JS
P.O. BOX 1129
q W BERM, ETC 28563
SD# . 214 A
DATE COLLECTED; 09/06/21
DATE REPORTED ; 09/1.5/21
REVIEWED BY-.
Holding
Molding
Holding
Holding
Holding
Analysis
Method
PARAMETERS Basin-EC#1
Bztsin-FC#2
Basin-FC#3
Basin-F'C#4
Basin-F'C#5
hate Analyst
Code
Total Solids, % 26.53
34.21
36.03
29.80
31.25
09/10/21 91VIS
2540G-15
Fecal Colifvrm (lV'IPN), lgrarn Solids C 1.8
< I'S
C 1.8
< 1.8
C 1.9
09/08/21 JMS
9227I;-1 �

CITY OF NEW B'ERN (BIO6OLIDS)
ATTN: TCNY HAWKINS
F.O. BOX 1129
NEW BERN, NC 28563
ID#: 214 A
DATE COLLECTED: 09/08/.21,
DATE REPORTED : 09/15/21
REVIEWED BY. -
Molding
Holdiav
Anab'sis
Method
PARAMETERS Bnsua-FC#6
Basin-FC#7
Bate Analyst
Code
Total Solids, % 40.83
36.71
09l10/21 ;BITS
2540G-15
Fecal Coliform (I4i1` N), /gran Solids C 1.8
C 1.8
09/08/21 .1141E
9221E-14

CITY OF NEW BERM (BIOSOLIDS)
ATTN - TONY HAWXINS
P.O. BOX 1129
NEW BERM, ETC 28563
PARAMETERS
Almnimim, (dry wt, basis), mglkg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), mglkg
Cadmium (airy wt, basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Leas] (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), nig/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mglkg
Seleninan (dry wt. basis), uag/kg
Silver (dry wt. basis), anglkg
Sodium (dry wt. basis), mglltg
Zinc (dry wt. basis), anglkg
Total Cyanide (dry weight), tng/kg
TKN (dry wt.), nag/kg
Ammonia Nitrogen (dry wt,),mglkg
Phosphorus, T. (dry wt.), rug/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available �'itrogen, ing/kg
Molybdenum (dry wt. basis), mgNg
II I
Holding analysis Method
Basin (RA) Date analyst Code
8608
09/15/21
LFJ
EPA200.7
3.5
09/16/21
AITM
3113B-04
35392
09/15/21
LFJ
FPA200.7
L5
09/16/21
MUM
3113B-04
399
09115!21
LFJ
EPA200.7
33
09/15/21
LFJ
EPA200.7
16
09/16/21
IV1TTV1
3113B-04
4742
09/ 15121
LFJ
EPA200.7
0.40
09/15/21
MTM
EPA7471B
17
09/15/21
LFJ
EPA200.7
4427
09/15/21
LFJ
1PA200,7
< 5.0
09/15121
MTM.
3.113B-04
4
09/15/21
LFJ
EPA200.7
2295
09115121
LFJ
EPA200,7
742
09/15/21
LFJ
EPA200.7
45.5
09/21/21
1FiNIRIf
450OCNTE-16
c 57280
(}9/16/21
l S
35L2 R2-93
c 2386
09/i4l2i
a4E5
35G.i R2-93
c 36110
09/14/21
BMD
365.4-74
c 17.92
09/21,121
TRJ
353.2 R2-93
23169
09Y29/21
MAO
9
09/15/21
LFJ
EPA200.7
l_"' f'g ..
T D#: 214
DATE COLLECTED: 09/08/21
DATE REPORTED : 09/30/21.
1
REVIEWF'D BY:
C Uncertified data. ➢WR does not of Eer non-aqv eou3 certification for this analyti.cai procedure.

CITY OF NEW BERN (ETOSOLIDS)
ATTN: S'ONY EAW.KINS
P.O. BOX 1129
NEW BERM, NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), rug/kg
Calcium (dry wt. basis), mglkg
Cadmium (dry wt, basis), mg/kg
Copper (dry wt. Basis), mg/kg
Chromium, T.(dr_y wt. Basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. Basis), arm/kg
Nickel (dry wt. basis), mglkg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mglkg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), rug/kg
Zinc (dry wt, Basis), rng/kg
Total Cyanide (dry weight), mg/kg
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry ivt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate+Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, ing/kg
Molybdenum (dry wf. basis), mg/kg
Holding analysis Method
Basin (RA) Bate Analyst Code
4783
10/21/21
LFJ
EPA200.7
C2.5
10/27/21
MTM
3113P-04
232835
10/21/21
LFJ
EPA200.7
0,66
11/03/21
MTM
3113B-04
205
10121 /21
I, U
EPA200.7
19
10/21/21
LFJ
EPA200.7
11
11/09/21
MTM
3113B-04
4532
10/21/21
LFJ
EPA200.7
0.30
10/27/21
MTM
EPA7471B
8
10/21/21
1.F".r
EPA200.7
2828
10/21/21
LFJ
EPA200.7
<5.0
11/10/21
MTNI
3113B-04
G2.5
10/21/21
LFJ
EPA200.7
C 1250
10/21/21
LFJ
EPA200.7
368
10121 /21
LFJ
EPA200.7
44.8
10/18/21
HMM
450OCNE,-16
c 20390
10/12/21
BMD
351.2 112-93
c 78.80
10/11/21
KE5
350.1 112-93
c 95&8
10/12/21
Ti'c.i
355.4-74
c 71.81
10/12/21
KES
353.2 R2-93
8236
10/25/21
MA®
6
10/21/21
L,FJ
EPA200.7
ID#: 21.4
DATE COLLECTED: 10/07/21
DATE REPORTED : 11/11/21
REVIEWED BY:�—
c Uncertified data. ➢WR does not offer non-av_ueeus certifiCation for this analytical procedure.

CITY OF NEW BER.N (BIOSOLIDS)
ATTN : TOb1Y HAWKINS
P_O. BOX 1129
NEW BERM, PC 28563
SD#: 214 A
DATE COLLECTED: 11/03/21
DATE REPORTED ; 11/09/21
REVIEWED BY:
Holding
Holding
Holdhig
Holding
Holding
Analysis
Method
PARAMETERS Basin-FC#1
Basin-FC#2
Basin-FC#3
Basin-FC#4
Basin-FC#5
Date Analyst
Code
Total Solids, % 30.91
31.11
29.04
27.01
26.86
11/04/21 BLV
2540G45
Fecal Coliform (NMP'v), /grams Solids < 1.8
< 1.8
< 1.8
< 1.8
< L8
l li0t21 J_M.S
9221.E-14

CITE' OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAWKINS
P.O9 BOX 1129
NEW BEM NC 20563
ID# : 214 A
DATE COLLECTED; 11/03/21
DATE REPORTED : 11/09/21
REVIEWED BY4
Holding
Holding
Analysis
Method
PARAMETERS Basin-FC#6
Basin-FFG#7
Hate analyst
Code
Total Solids, % 28.00
29.47
11/04/21 BIN
254OG-I5
Fecal Coliform (iiTPN), ]gram Solids C 1.8
C 1.8
11/03/21 JIVIS
9221E-14

CITY OF NEW BERN (»IOSOLIDS)
ATTN: TOSS Y HAWTKINS
P,Q, BOX 1129
NEW BERN, NC 28563
PARAM1I TERS
Alumintim, (dry wt, basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt, basis), mg/kg
Cadmium (dry wt, basis), nig/kg
Copper (city wt, basis), mg/jig
Chromium, T,(dry wt. basis),rnglkg
Lead (dry weight basis), mg/kg
Magneshim (dry tint. basis), ing/lig
Mercury (dry wt. basis), mg/kg
Nickel (dry m. basis), mg/lsg
Potassium (dry iil. basis), mgllcg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mgllcg
Sodium (dry wt, basis), mgllcg
Zinc (dry wt, basis), mg/kg
Total Cyanide (chly might), mg/kg
T1KN (day tint.), mg/lcg
Ammonia Nitrogen (dry ivt,),mg/kg
Phosphorus, T. (dry wt.), ing/kg
Nitrate+Nitrite (dry wt.), nig/kg
Plant Available Nitrogen, mglkg
Moiybden€gym (dry wt. basis), nmglkg
Holding Analysis Method
Bashi (RA) Date Analyst Code
3810
11/17/21
LFJ
EPA200.7
<2.5
11/17/21
MTM
311313-04
256929
11/17/21
LF,T
EPA200.7
< 0.5
11/16/21
MTM
311313-04
167
1.1117121
LFJ
EPA200.7
16
11/17/21
LFJ
EPA200.7
6.2
11/15/21
PvITA4
3113B-04
4525
11/17/21
LFJ
EPA200.7
0.21
11/23/21
MTM
E.PA7471B
8
11/17/21
LFJ
EPAMM
2862
11/17/21
LFJ
EPA200.7
<5,0
11/16/21
MTM
3113B44
3
11/17/21
L.FJ
EPA200,7
<1230
11/17/21
LFJ
EPA200.7
363
IV17121
LFJ
EPA200.7
94.36
11/12/21
11MN1
4500CN1 -16
c 18200
11/10/21
i3MD
351.2 R2-93
c 126.0
11/08/21
BAID
350A R2-93
c 16950
11/08/21
TRJ
365.4-74
c 108.0
11/08/21
TRJ
353.2 RZ-93
7401
12/20121
MAO
<5.0
11/17/21
LFJ
]EPA200.7
1D#t 214
DATE COLLECTED: 11/03/21.
DATE REPORTED : 12/20/21.
REVIEWED EY';
c Uncertified data. DWR doea not alter non -aqueous certification For thin analytical procedure,

CITY OF NEW BERN (BIOSOLIDS)
ATTN; TONY HAWKINS
P.O. BOX 11.29
NEW BERN, NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. bmis), mg/kg
Calcium (dry wt. basis), mgllig
Cadmium (dry wt, basis), nag/loom
Copper (dry wt, basis), mglhg
Chromium, T.(dry- wt. basis),nig/kg
Lead (dry weight basis), mg/kg
Magnesium (dry ivt, basis), ing/log
Mercury (dry wt, basis), mg/hg
Nickel (dry wt, basis), mg/kg
Potassium (dry wt. basis), Ingthg
Selenium (dry ivt. basis), mg/hg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry Zvi. basis), mg/kg
Total Cyanide (dry weight), mg/leg
TMN (dry wt.), mg/log
Ammonia Nitrogen (dry w(.),mg1tcg
Phosphorus, T, (dry wt.), mg/log
Nitrate+Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, ingllcg
Molybdenum (dry ut, basis), mg/hg
Holding Analysis Method
Basin (RA) Date Analyst Cock
2866
12/20/21
LFJ
EPA200,7
C 2.5
1.2122/21
MTM
3113E-04
304318
12/20/21
LI+J
EPA200.7
<0,5
12/22/21
MTfv1
3113B-04
111
12/20121
LFJ
EPA200.7
12
12/20/21
LFJ
EPA200.7
4,1
12/21/21
NITM
3113B-04
4516
12/20/21
LFJ
EPA200.7
0.27
12/22/21
M'I'M
EPA7471B
g
12/20/21
LFJ
EPA200.7
3954
12/20/21
LFJ
1;PA200.7
[ 5.0
12/22121
NITM
311313-04
<2.5
12/70/21
LF, J
EPA200,7
1270
I2/2,0121
1.1i',J
EPA200,7
216
12120/21
Li+J
EPA200.7
61.36
12/13/21
HMM
4500CNE-16
c 30690
12107/21
TRJ
351.2 1t,2-93
c 135.2
12/08121
I IMD
350.1 R2-93
c 11040
12/07/21
BMD
365.4-74
c 27.84
12/07/21
KES
353.2 R2-93
12317
01/02/22
MAC)
<5.0
12/20121
LiFJ
EPA200,7
eiaf 9V t ter .ID lu
1D#; 214
DATE COLLECTED: 12/02/21
DATE REPORTED 01 / 0 5 / 2 2
REVIEWED B'Y - � .3
o Uncsrtiflad data. MIR does not oC£ez non -aqueous certification for this analyti Gal procedure,

r
,t
SGS.
IGrIando., FL
1­.,"'t"stl ts sc:i i() !it tct'ei-n .=-t pro r LleJ by 11) 'S NonIi A a)r,nc%a `r.i:.
Technical Report for
Envir'onnent 1, Inc
City of New Bern (Biosoilds); New Bern, NC
214A
SGS Job Number: EA87897
Sampling Date: 08/05121
Report to:
Environment 1, Inc
PO Box 7085
Greenville, NC 27835
abrowu(Penviromlientlinc, cant
ATTN: Ann Brown
Total number of pages in report: 1
ry Ms.s°degpq -!,!, Z 0
'I If "Ootalef" Repvrl
Test results contained within this data package meet the requirements Norm Farmer
of the Natloual Environmental Laboratory Accreditation Program Technical Director
and/or Mate specific certification programs as applicable.
Client Service contact: Jean Dent-Sinitb 407-425-6700
GerGHca€tons: FL(E83516), LA(03051), KS{E-10327), NC(579), NJ(FL.002), NY(12022), SC(%6380111)
Dal) ELAP(ANAB 1-2229), AZ(AZ11806), CA(2S37), TX(T104704404), PM68-03573), VA(460177),
AL, AK, AR, CT, IA, KY, MA, MI. MS, NO, Nil, Nh, CK, OR, UT. VT, WA, WV
This repatt shall not be reproduced, except in its entlrety, without the written approval of SGS.
Test results relate only to samples anwdyzcd.
SGS !North America Inc. - 4405 Vineland Road - Suite C-15 • Orlando, FL 32811 • tel: 407-425,0700 • fax: 407,425-0707
I of ;4
1,... k- :1�-i.- [, - - l[ 1 ...':) . c i 1.-I: .., , I. )-.5 -otf -.,rt: t _lr

S�ct�u��
Table of Contents a
EM
IN______... 3Section 1: SuonpbSno�uouzy—'---.—.------.—''—'—'-''~''—~---'--'—
Scoion2:Suomn�aryof}��'''.---------'----'.'''---'---'—'---'—'--'' '
' 6
I��7897-l� }�O�D{�\�B�3D�UJ��------------------------'
— 7
3Z'��878Y7'l�� ff0�DT�OBA�I��Ul/�-------------_---------.�
^ ' ___.__.— 12
Suodnu4;�1ioc�w�nm—'.'''—_--''—.'----_-------'—''-----'-
- B

SGS North America Inc.
;Sample Summary
Environnient 1, .Inc
Job No: FA87897
City of New Beim (Biosoilds); New Bern, NC
Project No: 214A
ample Collected matrix Client
anmber hate Tune By Reeeived Code Type Sample ID
"Fhys re�urt eonCai�is resins reported as ND = I�Iot cietecte�l TJee 1'a1loVri�g applies: '
Organics ND Not detected above the MDL
FA87897-1 08/05/21 10:15 LS MUM SO Soil HOLDING BASIN (RA)
FA87897-IL 08/05/21 10:15 LS 08/07/21 SO Soil HOLDING BASIN_ (RA)
Soil samples reported on a dry weight basis nnims otherwise indicated on result gage.
0
3 ui iy
NxxI7H5%

Summary of Hits
Job Number:
FA87897
Aceount:
Enviromuent 1, hic
project:
City of New Bern (Biosoilds); New Bern, NC
Collected:
08/05/21
ab Sample M Client Sample lD Result/
valyte Qual RL YIDL knits Method
Page 1 of 1 0
FA87897-s' HOLDING BASIN (RA)
Corrnsivity as pH a 12.2 so SW84:0 CHAP?
Igni#ability (Flashpoint) b > 200 Deg_ F SW846 1010A MOD
FAS7897-11, HOLDING BASIN (12A)
Lead 0.055 0,050 mg/1 SW940 0010D
(a) 20m1s added to 14g for pH.
(h) Not ignitable.

Report of Analysis
1 0 _-Jf 14
IS Z�
,
Grk 11�

SGS North America Inc.
Deport of Analysis Page I of 1
Client Sample 1D: HOLDITNG BASIN (RA)
Lab Sampie ID: FA87897-1 Date Sampled: 08/05/21
ilatrix: SO - Soil Date Received: 08/07/21
Percent Solids: 45.0
Project: City of New Bern (Biosoilds), New Bern, NC
General Chemistry
Analyte
Result
RL Units
DF
Carrosivity as pH a
12.2
sit
1
Cyanide Reactivity
< 3.3
3.3 mg/kg
1
Ignitability (Flashpoint) 6
> 200
Deg. F
1
Solids, Percent
45
%
1
Sulfide Reactivity
< 110
110 mg/kg
1
(a) 20m3s added to I Og for pH.
(b) Not ignitable.
RL = Reporting Limit
Analvzed By 14ethod
08/14/21 14:17 JA
SW846 CHAP?
08/17/21 12:04 AC
SW846 CHAP7
08/11/2110A8 KSA
SW846 1610A MOD
08/12/21 10.36 HH
SM18 2540C
08/12/21 13,50 is
SW846 CHAP7
WIN
S of 'l v

SGS North America Inc.
Report of Analysis
Client Sarnple ID: BOLDING BASIN (RA)
Lab Sample 11); FAS7897-IL
Matrix: SO - Soil
Method: SW846 8260E SW846 1311
Project: City of New Bern ($iosoilds); New Bern, NC
File ID DF Analyzed By
Run #1 C0150417.D 10 08/17/21 03:46 SO
Run #2
Purge Volume
am #1 5.0 ml
un #2
Page 1 of 1
Date Sampied: 08/05/21
Date Received: 08/07/21
Percent Solids: 45.0
Prep Date Prep Batch Analytical Batch
08/12/2113:30 OPS6798 VC6067
VOA TCLP List
TCLP Leachate method SW846 1311
CA.S No,
Compound
Result
11W4
NICL RL
MDL
Units Q
71-43-2
Benzene
ND
11918
0.50 0A10
0.0031
mg/l.
78-93-3
2-Butanone (MEK)
ND
D035
200 0.050
0.020
mg/l
56-23-5
Carbon Tetrachloride
ND
D019
0.50 0-010
0.0036
mg/1
108-90-7
Chlornbenzene
ND
D021
100 0.010
0,0020
mg/I
67-66-3
Chloroform
ND
D022
6.0 0.010
0.0030
mg/l
106-46-7
1,4Dichlorobenzene
ND
D027
7,5 0-010
0.0026
mg/l
107-06-2
1,2-Dichloroethane
ND
D028
0.50 0.010
0,0031
mg/1
75-35-4
1,1-Dichloroethylene
ND
D029
0.70 0,010
0,0032
mg11
127-18-4
Tetrachloro ethylene
ND
D039
0.70 0.010
0.0022
mg/1
79-01-6
Trichlormthylene
N-D
D049
0.50 0.010
0.0035
mg/1
75-01.4
Vinyl Chloride
ND
D043
0,20 0.010
0.0041
mg/1
CAS No.
Surrogate Recoveries
Run# I
Run-9 2
Limits
1868-53-7
Dibromofluoromethane
99%
83-118%
17060-07-0
1,2-Dicldoroethane-D4
101%
79-125%
2037-26-5
Tohtene-1)3
99%
85-112%
460-00-4
4-Bromofluorabenzene
100%
83-1181/0
ND T Not detected MDL = Method Detection Limit 7 — Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
7 tj,14

SGS North America Inc.
Report of Analysis
Client Sampie ID: HOLDING BASIN (RA)
Lab Sample ID: FA87897-IL
Matrix: so - Soil
Method: SW846 8270D SW846 3510C
Project: City of New Bern (Bimoilds); New Bern, NC
File ID DF Analyzed By
Run #1 010557.D 1 08/16/21 16:30 3B
Rim #2
Initial Volume Final Volume
un #1 100 ml 1.0 ml
un 42
Page 1 of 1
Date Sampled: 0$105421 �:
Date Received: 08/07121
Percent Solids: 45.0
Prep Date Prep Batch Analptieal Batch
08/14/2107-.30 OP86828 S617394
ARN TCLP List
TCLP Leachate method SW846 1311
CAS No,
Compoand
Result
HW4
MCL
RL
MDL
Units Q
95-48-7
2-Methylpbenol
ND
D023
200
0.050
0.0056
mg/I
3&4-Methylphenol
ND
D024
200
0.050
0.0098
mg/1
87-86-5
Pentachlorophenol
ND
D037
100
0.25
0.050
mg/1
95-95-4
2,4,5-Trichlorophenol
ND
D041
400
0.050
0.0074
mg/l
88-06-2
2,4,6-Trichlorapbenol
ND
D042
2.0
0.050
0.0075
mg/I
106-46-7
1,4-Dichlorohenzene
ND
D027
7.5
0.050
0.0050
mg/1
121-14-2
2,4-Dinitrotolaene
ND
D030
0.13 0.050
0,0081
mg/l
118-74-1
Hexachlorobenzene
ND
D032
0.13 0.050
0.0069
mg/1
87-68-3
Ilexachlorobutadiene
ND
D033
0.50 0.050-
0,0050
mg/1
67-72-1
Hexachloroethane
ND
D034
3.0
0.050
0.016
mg/1
98-95-3
Nitrobenzene
ND
D036
2.9
0.050
0.0093
mg/I
110-86-1
Pyridine
ND
D038
5.0
0.10
0.020
mg/1
CAS No.
Surrogate 12ec0veries
Rung 1
Rung 2
Limits
367-12-4
2-Fluorophenol
31%
14-67%
4165-62-2
Phenol d5
220/.
10-50%
118-79-6
2,4,6-Tribromophenol
72%
33-118%
4165-60-0
Nitrobenzene-0
68%
42-108%
321-60-8
2-Fluorobiphenyl
70%
40-106%
1718-51-0
Terphenyi-d14
72%
39-121%
ND = Not detected -MDL = Method Detection Limit I = Indicates an estimated value
MCI, = Maximum Contamination Level (40 CFR 261 7/l/11) B : Indicates analyte found in associated method blank
E = Indicates value exceeds calibration rwtge N = Indicates presumptive evidence of a compound
3 a ";
SU-S.
.urea-

SGS North America Inc.
Report of Analysis
lient Sample ID: HOLDING BASIN (RA)
,ab Sample ID: FA87897-IL Date ,Sampled: 08/05/21
latrix; so - soil Date Received_ 08/07/21
'lethod: SW846 8151A SW846 3510C Percent Solids: 45.0
roject: City of New Bern (Biosoilds); New Bern, NC
Page 1 of 1
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run ##1 CC076511.1) 1 08/16/21 17:38 NJ 08/14/21 11:00 OP86830 GCC1903
Inn #2
Initial Volume Final Volume
un #1 10.0 all 5.0 ml
un #2
Herbicide TCLP List
TCLP Leachate method SW846 1311
CAS No,
Compound
Result
HW#
MCL RL
NIDL Units Q
94-75-7
2,4-D
ND
1)016
10 0.050
0.017 mg/1
93-72-1
2,4,5-TP (Silvex)
ND
D017
1.0 0.0050
0.0013 mg/1
CAS No.
Surrogate Recoveries
Rua# I
Run# 2
Limits
19719-28-9
2,4-DCAA
61%
39-135°l
ND — Not detected MDL = Method. Detection Limit J - Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1111) B = Indicates analyte found In associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
M
_nI flsa
PAv7&&;

SGS North America Inc.
Report of Analysis
Client Sample 11): HOLDING BASIN (RA)
Lab Sample ID: FAS7897-IL
Matrix: so - Soil
Method: SW846 8081B SW846 3510C
Project: City of New Bern ('Biosoilds), New Bert, NC
File 11) DF Analyzed By
Ran 41 ST154697.D 1 08/16/21 17:01 WH
Run 42
Initial Volume Final Volume
an #1 IN and 5.0 ml
un #2
Page I of I :j
Date Sampled: 03/05/21
Date Received: 08/07/21
Percent Solids: 45.0
Prep Date Prep Batch Analytical Batch
08/14/2109:00 OP86829 GST3755
Pesticide TCLP List
TCLP Leachate method SW846 1311.
CAS No.
Compound
Result
HW#
NICL RL
MIIL
Units Q
58-89-9
gamma-1311C (Lindane) a
ND
D013
0.40 0.00010
0.000022
mg/1
12789-03-6
Cblordane
NI7
D020
0.030 0.0010
0,00038
mg/l
72-20-8
Endrin H
STD
D012
0.020 0.00020
0.000021
mg/l
76-44-8
Heptachlor
ND
D031
0.0080 0.00010
0.000026
mg/1
1024-57-3
heptachlor epoxide '
ND _
D031
0.0080 0.00010
0.000020
mg/1
72-43-5
Methoxychlor
ND
D014
10 0.00020
0.000050
mg/l
8001-35-2
Toxaphene
ND
D015
0,50 0.0050
0.0021
mg/1
CAS No.
Surrogate Recoveries
Run# 1
Run# 2
Limits -
877-09-8
Tptracbloro-in-xylene
93%.
42-127%
2051-24-3
Decachlorobiphenyl
53%.
27-127%
(a) Associated CCV outside of control limits high, sample was ND,
ND = Not detected MDL = Method Detection Limit 7 = Indicates an estimated value
MCL = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyte found in associated rnetbod blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound

SGS North America Inc.
Report of Analysis Page 1 of 1
'lient Sample ID: HOLDING BASIN (RA)
,ab Sample ID: l A87897-1L Date Sampled; 08/05/21
Matrix: SO - Soil Date Received: 08/07/21
Percent Solids: 45.0
roject: City of New Bern (Biosailds); New Bern, NC
Metals Analysis, TCLP Lenchate. SW846 1311
Analyte Result I-TW4
MCL
RL
Units
DF
Prep Analyzed By
(Method Prep Method
Arsenic < 0,10 D004
5.0
0.10
mg/1
1
08/16/21 08/16/21 LM
SW846 601DD 2 SWB46 30t0A 3
Batium < 2,0 D005
100
2.0
mg/1
1
08/16/21 08/I6/21 Lm
SW846 6010D 2 SWB46 3010A 3
Cadmium < 0.050 D006
1.0
O.050
mg/1
1
08/16/21 08/16/21 LM
SW846 6010D 2 SW846 3010.A 3
Chromium < 0.10 D007
5.0
0.10
mg/l
1
03/16/21 08/16/21 LM
SW846 6010D 2 SW846 3010A 3
Lead 11.055 D008
5.0
0.050
mg/1
1
08/16/21 08/16/21 LM
SW846 60,01) 2 SW84G 3010A 3
Mercury < t1.0050 l]009
0,20
0.0050
mg/I
1
08/16/21 08/16M dC
SW846 7470A 1 SW846 7470A 4
Selenium < 0.10 D010
1.0
0.10
mgll
1
08/16/21 08/16M LM
SW846 600D 2 SW846 3016A 3
Silver < 0.10 13011
5.0
0.10
mg/I
1
08/16/21 08/16/21 LM
SW846 6010D 2 SW84s 3010A 3
(1) Instrument QC Batch: MA17944
(2) Instrument QC Batch: MA17946
(3) Prep QC Batch: MP39393
(4) Prep QC Batch: MP39395
RL = Reporting Limit
MCL — Maximum Contamination Level (40 CFR 261 7/1/11)
_.
ri1G'$°, r

NORTH CAROLINA
Everyrtlrrragcomes together here
Department of Public Utilities
Wastewater Treatment Plant
307 Glenburnle Drive.
New Bern, NC 28560-2816
September 7, 2022
NCDENR-L3WQ
Information. Processing Unit
1.617 Mail Service Center
Raleigh, NC 27699-1617
Reference: Class A Permit renewal
City of New Bern
CLASS A RESIDUAI.,S Permit Number WQ0003765
The City of New Fern is submitting all monitoring and reporting; requirements as specified in the above
referenced permit for its land application program for Sewage Sludge. The city has managed and compiled. the
submitted data.
The city produced approximately 5274 dried tans of sludge during 2021, which met the Class A Sewage Sludge
criteria. The city hauled to the Craven County Solid Waste Management Authority to he used for ground cover.
The report includes form RSC 06-16, LCAR06-16, RSC 11-13, Residual analysis, Sludge spill response plan,
and Sampling and monitoring plan.
If any further information is required, please contact Tony I Iawkins at [phone].
Sincerely,
Tony Hawkins
Treatment Plants Manager
Enclosures
Cc: File

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION AND DEDICATED UTILIZATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION I HEREBY GRANTED TO
City of New Bern
Craven County
FOR THE
operation of a 468,828 gallon per day (GPD) wastewater collection, reclaimed water generation, and
dedicated utilization system consisting of the:
abandonment of the Creekside Park reclaimed irrigation facilities, including. the pump station with two 30
horsepower (hp), 250 gallon per minute (GPM) pumps; a 19.57 acre spray irrigation area consisting of
Fields SBF-1 through 8, SF-1 through 4, SF-2 EXT, and SFT-3 EXT; and all associated piping, valves,
controls, and appurtenances; the
continued operation of a wastewater collection system consisting of: the routine maintenance of the septic
tank effluent pump (STEP) units which are connected to this system along with the associated tanks, pumps,
high water alarms, connections, valves, cleanouts, and appurtenances; booster lift stations Nos. 1, 2, 3, 4,
and 5 with two 650 GPM, 310 GPM, 400 GPM, 373 GPM, and 1 10 GPM submersible pumps, respectively;
approximately 5,128 linear feet (LF) of 4 inch force main; approximately 3,994 LF of 6-inch force main,
approximately 8,778 LF of 8-inch force main; approximately 11,900 LF of 10-inch force main;
approximately 824 LF of 12-inch force main; 19 cleanouts; 21 gate valves and boxes; and all associated
piping, valves, controls, and appurtenances; the
continued operation of a 499,362 GPD reclaimed water generation facility consisting on: a 1.6 million
gallon (MG) aerated equalization basin with two 900 cubic feet per minute (CFM), 15 hp blowers; an
equalization pump station with two 300 GPM pumps: two 260,000 gallon aeration basins each with. a 25
hp mechanical aerator; an aeration basin pump station with two 400 GPM pumps and an 800 GPM pump;
two 31 foot diameter clarifiers; a 198 square foot (ft) traveling bridge filter with standby pumps, motors
and blowers; a dual channel chlorine contact tank with dual calcium hypochlorite mixing and feed facilities;
continuous turbidity monitoring and recording; an auto -dialer alarm system; ultrasonic effluent flow
measuring; a 860,000 aerobic digester with dual 25 hp mechanical aerators; a 125 kilowatt (kW) standby
generator with automatic transfer switch.; a 5-day upset pond; and all associated piping, valves, controls,
and appurtenances; and the
continued operation of a 468,828 GPD dedicated reclaimed water utilization system consisting of: a
260,000 gallon steel reclaimed water storage tank; a 45 day storage lagoon and effluent chlorination
facilities, dual 1000 GPM vertical turbine irrigation pumps; a pump station with two 1900 GPM pumps and
a 20 GPM pressure maintenance pump; a 11 1.51 acre spray irrigation area; and all associated piping, valves,
controls, and appurtenances
WQ0003765 Version 5.0 Shell Version 200201 Page 1 of 10

to serve the New Bern Seven WRF, with no discharge of wastes to surface waters, pursuant to the
application received December 9, 2021, subsequent additional information received March 30, 2022, and
in conformity with the Division -approved plans and specifications considered a part of this pe€7nit.
This permit shall be effective from the date of issuance through March 31, 2029, shall replace Permit No.
WQ0003765 issued August 2, 2017, and shall be subject to the following conditions and limitations:
1. SCHEDULES
Within 90 days of the effective date of this permit, the Permittee shall permanently abandon the
facilities used to distribute reclaimed water to the Creekside Park irrigation facilities. These activities
shall include the permanent abandonment of the connection supplying the park to ensure that no
reclaimed water can be distributed to these facilities (i.e., line cut and capped). The Permittee shall
notify the Washington Regional Office, telephone number [phone], following abandonment of
these facilities so that the Division can conduct a closure inspection. [15A NCAC 02T .0108(b)(1)(B)]
2. The Permittee shall request renewal of this permit on Division -approved forms no later than October
2, 2028. [15A NCAC 02T .0105(b), 02T .0109]
11. PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject reclaimed water facilities so there is no discharge
to surface waters, nor any contravention of groundwater or surface water standards. to the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, the Permittee shall take immediate corrective actions, including Division
required actions, such as the construction of additional or replacement reclaimed water generation and
utilization facilities. j15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Groundwater monitoring wells shall be constructed in accordance with 15A NCAC 02C .0108
(Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and
regulations pertaining to well construction. [15A NCAC 02C .0108]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit (Permit
No. WQCS00852) for the operation and maintenance of these facilities. [15A NCAC 02T .0400]
5. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U .0301]
6. Application Tales shall not exceed those specified in Attachment B. [15A NCAC 02U .0401(g)]
7. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to wane the public
or employees that the water is not intended for drinking. [15A NCAC 02U .0403(b)]
WQ0003765 Version 5.0 Shell Version 200201 Page 2 of 10

8. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines, fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe; and
c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water
shall be taped or otherwise identified as noted in 1I.8.a. and 11.8.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[15A NCAC 02U .0403(c)]
9. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
10. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked vaults with standard hose bib services, other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non -potable water. [15A NCAC 02U .0403(e)]
11. There shall be no direct cross -connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(1`)]
12. Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 1.8 inches below
any water line if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards in accordance with 15A NCAC 18C. [15A NCAC 02U
.0403(g), 02U .0403(h)]
13. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well. [15A NCAC 02U .0403(g), 02U .0403(i)]
14. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .0403(g), 02U .04030)]
15. Reclaimed water irrigation fields permitted prior to September 1, 2006 have compliance and review
boundaries established at the property boundary. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Attachment B. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 02L .0106, 02T .0105(h), 02H
.0219(k)(1)(C)(i)(1Il), G.S. 143-215.1(i), G_S. 143-215.1(k)]
16. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [15A NCAC
02L .0107(c)]
WQ0003765 Version 5.0 Shell Version 200201 Page 3 of 10

17. No wells, excluding Division -approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 021-0107]
18. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the Craven
County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1),
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The .Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[1.5A NCAC 02L .0107(f)]
19. The facilities herein were permitted per the following setbacks:
a. The reclaimed water irrigation sites were originally permitted May 30, 1997. The Setbacks for
spray irrigation sites originally permitted or modified from June 1, 1996 to August 31, 2006 are as
follows (all distances in feet):
i. Surface waters classified SA: 100
ii. Surface waters not classified SA: 25
iii. Each water supply well: 100
iv. Each non -potable well: 10
v. Each swimming pool: 25
[15A NCAC 02H .0219(k)(1)(C)(i)]
b. The storage and treatment units were originally permitted May 30, 1997. The setbacks for storage
and treatment units originally permitted or modified from June 1, 1996 to August 31, 2006 are as
follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 400'
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50 2
vi. Nitrification field: 20
Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
WQ0003765 Version 5.0 Shell Version 200201 Page 4 of 10

M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [15A NCAC
02U.0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A description of anticipated maintenance of the system;
c. Provisions for safety measures, including restriction of access to the site and equipment; and
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies;
[15A NCAC 02U .0801(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U .0401(e)]
5. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02U
.0801(b)]
6. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02U .0801(c)]
7. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02U .0401(k)]
8. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02U .0801(d)]
9. Only reclaimed water generated from the New Bern Seven WRF shall be irrigated on the sites listed in
Attachment B. [15A NCAC 02U .0101]
10. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02U .0801(e)]
11. The Permittee shall prohibit public access to the wastewater treatment and storage facilities. [15A
NCAC 02U .0402(e)]
12. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. [15A
NCAC 02U .0501(a)(2)]
13. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [15A NCAC
02T .1100, 02U .0802].
14. The Pennittee shall not divert or bypass untreated or partially treated reclaimed water from the subject
facilities. [15A NCAC 02U .0402(g)]
WQ0003765 Version 5.0 Shell Version 200201 Page 5 of 10

15. Freeboard in the 1.6 MG aerated equalization basin, 5-day upset pond and 45-day effluent storage pond
shall not be less than two feet at anytime. [15A NCAC 02U .0401(h)]
16. Gauges to monitor water levels in the 1.6 MG aerated equalization basin, 5-day upset pond, and 45-day
effluent storage lagoon shall be provided. These gauges shall have readily visible permanent markings,
at inch or tenth of a foot increments, indicating the following elevations: maximum liquid level at the
top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid
storage volume; and the lowest point on top of the dam. [15A NCAC 02U .0801(f)]
17. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [ 15A NCAC 02U .0801(g)]
18. Metering equipment shall be tested and calibrated annually. [15A NCAC 02U .0801(d)]
19. An automatically activated standby power source capable of powering all essential treatment units shall
be on site and operational at all times. if a generator is employed as an alternate power supply, it shall
be tested weekly by interrupting the primary power source. [15A NCAC 02U .0401(d)]
20. Continuous online monitoring and recording for turbidity or particle count and flow shall be provided
prior to storage, distribution, or utilization of reclaimed water. [15A NCAC 02U .0401(b)]
21. 1f turbidity exceeds 10 NTUs or if the permitted pathogen levels cannot be met, all effluent shall be
routed to the five day upset pond until the problems associated with the reclaimed water generation
system have been corrected. The water in the five day upset pond shall be pumped back to the treatment
plant headworks for re -treatment or treated in the five day upset pond prior to utilization. [ 1.5A NCAC
02U .0402(d)]
22. The Permittee shall provide notification to the public and its employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking. .Such notification shall be provided to
employees in a language they can understand. [15A NCAC 02U .0501(a)(2)]
23. The Permittee shall develop and implement an education program to inform users and its employees
about the proper use of reclaimed water. Educational material shall be provided to all residents and/or
other facilities provided with reclaimed water, and these materials shall be maintained consistent with
the reclaimed water uses. All educational materials shall be made available to the Division upon
request. [ 15A NCAC 02U .0501(a)(4)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. ADivision- certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A -NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the generated reclaimed water at the frequencies and locations for the
parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
WQ0003765 Version 5.0 Shell Version 200201 Page 6 of 10

5. The Permittee shall maintain records tracking the amount of reclaimed water irrigated. These records
shall include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of reclaimed water irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., water level to the lowest embankment elevation) in the 1.6 MG aerated. equalization
basin, 5-day upset pond, and 45-day effluent storage lagoon shall be measured to the nearest inch or
tenth of a foot, and recorded weekly. Weekly freeboard records shall be maintained for five years, and
shall be made available to the Division upon request. [15A NCAC 02T .0108(c)]
Three copies of all monitoring data (as specified in Conditions IV.3. and 1VA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
Pursuant to G.S. 143-215.1C(a), the Permittee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the reclaimed water generation and
dedicated utilization facility and the extent to which the facility has violated this permit, or federal or
State laws, regulations, or rules related to the protection of water quality. This report shall be prepared
on either a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the
calendar or fiscal year. Two copies of the annual report provided to the Pennittee's users shall be
submitted to:
Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[G.S. 143-215.1C(a)]
The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. This record shall.
include:
a. Name of the residuals hauler;
b. Non -Discharge permit niunber authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02U .0802(b)]
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10. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Date of turbidimeter calibration;
d. Date and results of power interruption testing on alternate power supply;
e. Visual observations of the plant and plant site; and
f. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.); and
g. Record of all discharges of reclaimed water to surface waters or the land surface, including the date
of occurrence, estimated volume, and corrective action taken.
[15A NCAC 02U .0801(h)]
11. Monitoring wells MW-7, MW-8, MW-9, MW-10, MW-I1, MW-12, MW-13, MW-14, MW-15, MW-
16, MW-17, MW-18 shall be sampled at the frequencies and for the parameters specified in Attachment
C. All mapping,well construction forms well abandonment forms and monitoring.data shall refer to
the permit number and the well nomenclature as provided in Attachment C and Figure 2. [15A NCAC
02T .0105(m)]
12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
13. Noncompliance Notification:
The Permittee shall report to the Washington Regional Office, telephone number [phone],
within 24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any failure resulting in a discharge untreated or partially treated wastewater to surface waters.
d, Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5,000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV.I O_g, but do not require Regional Office notification.
e. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
f. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Washington Regional Office within five
days of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to
ensure the problem does not reCLr. [15A NCAC 02T .0108(b)(1)(A)]
WQ0003765 Version 5.0 Shell Version 200201 Page 8 of 10

V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water generation and utilization facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water generation and utilization facilities to prevent
malfunctions, facility deterioration, and operator errors that may result in discharges of wastes to the
environment, threats to human health, or public nuisances. The Permittee shall maintain an inspection
log that includes the date and time of inspection, observations made, and maintenance, repairs, or
corrective actions taken. The Permittee shall maintain this inspection log for a period of five years
from the date of the inspection, and this log shall be made available to the Division upon rcquest. [15A
NCAC 02U .0801(h), 02U .0801(i)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water generation and utilization facilities permitted
herein at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-21.5.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215. I (d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0I05(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G. S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are pennitted by another authority. [15A NCAC 02T .01050)]
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& This permit is SUbject to revocation or modification upon 60-day notice from the Division Director, in
whale or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts,
c. the Pennittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Pennittee's premises where a system is located or where any records are required
to he kept;
ii. to have access to any permit required documents and records,
iii. to inspect any monitoring equipment or method as required in this permit,- or
iv. to sample any pollutants,;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General. Statutes.
[I 5A NCAC 02T .0I 10]
9. Unless the Division [director grarits a variance, expansion of the facilities permitted herein shall not.
occur if any of the following apply:
a. 'l"he Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143 215.613, or Linder Federal law that would otherwise be
prosecuted under G.S. 143--21.5.6B, and all appeals of this conviction have been abandoned or
exha.Listed.
b. The Pertnittee or any parent, subsidiary, or, other affiliate ofthe Pertnittee has previously abandoned
a wastewater treatment facility without properly closing the facility..
c. The Pennittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Perjnittee or any parent, subsidiary, or other affiliate of the Permitted is currently not compliant
with any compliance schedule in a permit,, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual.
fee.
[ 15A NCAC 02T .0120(h), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[I5.A NCAC 02T .0120(c)]
Permit issued this the 24tt' day Of June 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jx Richard E. Rogers, Jr., Director u
Division of Water Resources �l
By Authority of the Environmental Management Commission.
Permit Number W 0003765
WQ0003765 Version 5.0 Shell Version 200201 Page 10 of 10

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments arc numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
❑ For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Residuals Land Application Permits".
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
❑ Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Lnsure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
Er Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. in addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
❑ For each source facility, attach the following:
®.Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
© Documentation that the facility complies and/or the residuals comply with any applicable patbogen reduction and vector
attraction reduction requirements.
❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

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DW.R
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: City of New Bern
2. Facility permit holder is: ] Federal, ] State, M Local Government, or ] Private.
Facility permit issued by: ] Div. of Water Resources, ❑ Div. of Environmental Health,
or 0 Other (explain ).
3. Facility contact person and title: Jordan Hughes / City En ig neer
Complete mailing address: PO Box 1129
City: New Bern State: NC Zip: 28563-'
Telephone number: [phone] E-mail address: hughesj a,newbernnc.gov
4. Facility physical address: 307 Glenbumie Dr.
City: New Bern State: NC Zip: 28560-.'
Coordinates: Latitude: 35° 138407' Longitude: 77' 060189' "
Datum:. Level of accuracy:
Method of measurement:
5. Purpose of the facility:
rVI treatment of municipal wastewater, ] treatment of 100% domestic wastewater,
treatment of potable water, ] treatment of 100% industrial wastewater,
F1 treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages. % industrial and % domestic)
0 other (explain: ).
6. Does the facility have an approved pretreatment program: C, Yes ] No
7. Facility permitted/design flow: 6.5 MGD and facility average daily flow: 4.45 MGD
8. Average amount of residuals being generated at this facility 25 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: belt press / 110,000 per day M`F
Type and volume of residuals storage (i.e., outside of residuals treatment units): aerobic digester / 939,264 gallons
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
Id 40 CFR Part 503 or ] 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 1.5A NCAC 02T.1102(6) as:
Eer Biological ] Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: In yes 0 no.
If yes, list the number(s): 35
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: E] yes N] no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Environment l and Date of analysis: 8/14/21
Passed corrosivity test: yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test:' yes C[ no. Flashpoint: >200 IF (> 140°F)
Passed reactivity test: aryes Ono. HCN: <3.3 mg/kg (<250) & H2S: <110 mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(rng/1)
TCLP Parameter
Limit
(rng/I)
Result
(mg/1)
Arsenic
5.0
<0.10
14exachlorobenzene
0.13
ND
Barium
100.0
<2.0
HexachIoro-1,3-Butadiene
0.5
ND
Benzene
0.5
ND
Hexachloroethane
3.0
ND
Cadmium
1.0
<0.050
Lead
5.0
0.055
Carbon Tetrachloride
0.5
ND
Undane
0.4
Chlordane
0.03
ND
Mercury
0.2
<0.0050
Chlorobenzene
100.0
ND
Methoxychlor
10.0
ND
Chloroform
6.0
ND
Methyl Ethyl Ketone
200.0
ND
Chromium
5.0
<0.10
Nitrobenzene
2.0
ND
m-Cresol
200.0
Pentachlorophenol
100.0
ND
o-Cresol
200.0
Pyridine
5.0
ND
p-Cresol
200.0
Selenium
1.0
<0.10
Cresol
200.0
Silver
5.0
<0.10
2,4-D
10.0
ND
Tetrachloroethylene
0.7
ND
1,4-Dichlorobenzene
7.5
ND
Toxaphene
0.5
ND
1,2-Dichloroethane
0.5
ND
Trichloroethylene
0.5
ND
1,1-Dichloroethylene
0.7
ND
2,4,5-Trichlorophenol
400.0
ND
2,4-Dinitrotoluene
0.13
ND
2,4,6-Trichlorophenol
2.0
ND
Endrin
0.02
ND
2,4,5-TP (Silvex)
1.0
ND
Heptachlor and its Hydroxide
0.008
ND
Vinyl Chloride
0.2
ND
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations far metals regulated under 15A NCAC 02T .11.05,
a. For DistributionlLand Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment 1 and Date of analysis: 1 /5122
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(m9/k9)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
<2.5
Cadmium
85
39
<0.5
Copper
4,300
1,500
111
Lead
840
300
4.1
Mercury
57
17
0.27
MoIybdentrm
75
nla
<5.0
Nickel
420
420
5
Selenium
100
100
<5.0
Zinc
7,500
2,800
216
b. For Surface tWosal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment 1 and Date of analysis: 1/5/22
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mglkg)
Nickel
(nzg/kg)
PUr Lki > 0 but < 25
30
200
210
> 25 but < 50
34
220
240
0 > 50 but < 75
39
260
270
> 75 but < 100
46
300
320
> 100 but < 125
53
360
390
> 125
62
450
420
Result (mg/kg)
<2.5
12
5
FORM: RSC 06-16 Page 3 of 5

5. Nut rient/Micronutrient Determination: Complete the following:
a. Total solids: 28 %.
b. hill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environment 1 and Date of analysis: 1/5/22
Parameter
Result
(mg/kg)
Aluminum
2866
Ammonia -Nitrogen
135.2
Calcium
304318
Magnesium
4516
Nitrate -Nitrite Nitrogen
27.84
pH (Standard Unit)
12.2
Phosphorus
11040
Potassium
3954
Sodium
1270
Total Kjeldahl Nitrogen
30690
c. Using the results listed in Item I1. 5b. above, calculate the sodium adsorption ration (SAR): .007
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 25 %, This
rate is a (check one): Q default value, or 0 actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (I It) Year PAN
Five -Year
Maximum Adjusted PAN
(mg1kg)
(mg/kg)
Surface
6603
148
Inj e ction/In corporation
Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: N/A
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
] A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
Cf A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
0 Alternative 2 [15A NCAC 02T.1106(b)(3)(13)] - Alkaline Treatment.
0 Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric VirusNiable Helminth Ova.
0 Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
El Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP)_
Specify one: E] composting, ❑ heat drying, 0 heat treatment,
0 thermophilic aerobic digestion, ❑ beta ray irradiation,
0 gamma ray irradiation, or Q pasteurization.
b. For Land Application of'Class B:
Alternative I [15A NCAC 02T. 1 106(c)(1)] - Fecal Coliform Density Demonstration.
El Alternative 2 [15A NCAC 02T.I ] 06(c)(2)] -Process to Significantly Reduce Pathogens (PSRP).
Specify one: 0 aerobic digestion, 0 air drying, 0 anaerobic digestion,
0 composting, or ❑ lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
El Exempt -If Daily Cover Alternative is chosen in Item 1I.8. below [I5A NCAC 02T.I 106(a)(2)].
Q Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1 107, specify how residuals will meet the VAR requirements:
El Alternative I [15A NCAC 02T. I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
El Alternative 3 [15A NCAC 02T.I I07(a)(3)] - 30-Day Bench Scale Test (Aerobic .Digestion).
0 Alternative 4 [15A NCAC 02T. I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14-Day Aerobic Processes.
El Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization,
LU Alternative 7 [15A NCAC 02T.1 I07(a)(7)] -Drying of Stabilized Residuals.
0 Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
Alternative 9 [15A NCAC 02T.1107(a)(9)] -Injection.
E] Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1107(b)(2)].
0 Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

1'ios lids Product
NEW PERMIT
Produced by: The City of New Bern Residuals Processing Facility
7,,, Nq jk;, s , Plant Manager
307 Glenburnie Dr.
New Bern, NC 28560
[phone]
Biosolids produced in accordance with North Carolina Permit Number
Users must adhere to the following restrictions:
1 } A ten foot buffer restriction between any land application -and any public or private
water supply source, including wells, as well as any streams, rivers, lakes, and drainage
ways.
2) Residuals application is prohibited on any site that is flooded, frozen, or snow-covered.
3) Adequate provisions must be provided to prevent surface runoff from carrying any
disposed or stored residuals product into any surface waters or water supply source
including wells.
4) Residuals application shall be applied at agronomic rates and recommended rates for
intended uses.
5) When applying, the following setbacks in feet shall be maintained:
Any private or public water supply source:, 100'
Surface water: 25'
Surface water diversions: 0
Groundwater lowering ditches: 0
Any well with exception of monitoring wells: 100'
Bedrock outcrops: 0
6) This permit can be voided, if the sail on the site fails to assimilate the biosolids or the
application process causes violation of surface or groundwater standards. Permit may be rescinded if
land application sites are not managed or operated in a manner that will protect assigned water
quality standards of surface water and groundwater
Residual Analysis Additional information provided upon request.
Date Collected: rr���c Lab turn around time
is a month.)

Program Information
Sludge transport.
Sludge is normally wasted from the secondary clarifiers to Aerated Sludge Holding Tanks # 1 and # 2 via
submersible waste sludge pumps located at the return sludge pumping station. Sludge wasting is done
by batch at the Operator's discretion. Approximately 197,500 gpd of sludge is wasted from the
secondary clarifiers at design flow conditions. The sludge from the New Bern Seven is taken from the
aerated digester at the reclamation facility by pump truck ( owned and operated by the City of New Bern
) and added to the Holding Tanks # 1 and # 2. The New Bern Seven Facility wastes approximately 5,000
gpd, which is allowed to settle. Decant is directed back into the influent flow at the reclamation facility.
Approximately 20,000 gallons of thickened sludge is introduced per month to the sludge processes at
Aerated Sludge Holding Tank # 1 and # 2.
Sludge treatment process.
A two stage thickening process is normally used. After sludge is pumped into Aerated Sludge Holding
Tanks # 1 and #2, aerating and thickening will begin. This is accomplished by aerating, settling and
withdrawing the supernate from each holding tank. The aerators provide oxygen to further aid in
digestion of volatile solids. The aerators are sized to provide adequate mixing of the contents for each
tank. Wasting is alternated between the tanks as required to allow adequate time for settling and
decanting procedures. Telescopic valves are used to decant supernate after settling has occurred. The
decant drains by gravity to the existing influent pumping station. Transfer to Aeration Sludge Holding
Tank # 3 is done after decanting. Additional thickening is accomplished in tank # 3. The combined
volume of all three tanks provides approximately eleven days of storage at design flow conditions.
Sludge is thickened to a minimum of 1.5 percent solids. The three aerated holding basin provide storage
in the event that the Belt Press Filter is out of service. Piping, pumps, and valves have been
incorporated which allow wasting, transfer or withdrawal of sludge from each of the Aerated Sludge
Holding Tanks should conditions warrant operation in a manner other than that described.
Sludge from the Aerated Sludge Holding Tank # 3 is pumped to the Belt Filter Press via progressing cavity
feed pumps. Normally, sludge will be pumped from tank # 3 when two stage thickening is utilized.
However, pumps, piping and valves are in place to allow indirect pumping from tanks # 1 and # 2, if
required.
An emulsion polymer feed system is provided for preparing, injection and mixing polymer with the Belt
Filter Press feed stream to aid with thickening. The polymer preparation system consist of a liquid
polymer feed system. The liquid polymer is metered and feed in the belt press feed pipe. A polymer
injection ring is located on the belt press feed pipe to provide adequate contact times of 15 or 30
seconds, if needed.
The two meter belt press normally operates at 160 gpm normally using liquid polymer. The current flow
requires two (2) eight hour shift per day. The press needs to operate 20 hours per day in order to meet
design flow conditions of 6.5 mgd for 18 percent solids. As influent flow increases over time, a second
belt press is required. Space has been added to accommodate a second press. The belt press control
panel integrates permissive signals and alarms from the belt press feed pumps, the polymer feed system
and the pasteurization system control panel in order that all equipment is operating simultaneously.

Operation and Maintenance Plan
Sludge transport.
Sludge is normally wasted from the secondary clarifiers to Aerated Sludge Holding Tanks
# 1 and # 2 via submersible waste sludge pumps located at the return sludge pumping
station. Sludge wasting is done by batch at the Operator's discretion. Approximately
197,500 gpd of sludge is wasted from the secondary clarifiers at design flow conditions.
The sludge from the New Bern Seven is taken from the aerated digester at the
reclamation facility by pump truck ( owned and operated by the City of New Bern ) and
added to the Holding Tanks # 1 and # 2. The New Bern Seven Facility wastes
approximately 5,000 gpd, which is allowed to settle. Decant is directed back into the
influent flow at the reclamation facility. Approximately 20,000 gallons of thickened
sludge is introduced per month to the sludge processes at Aerated Sludge Holding Tank
#1and #2.
Sludge treatment process.
A two stage thickening process is normally used. After sludge is pumped into Aerated
Sludge Holding Tanks # 1 and #2, aerating and thickening will begin. This is accomplished
by aerating, settling and withdrawing the supernate from each holding tank. The
aerators provide oxygen to further aid in digestion of volatile solids. The aerators are
sized to provide adequate mixing of the contents for each tank. Wasting is alternated
between the tanks as required to allow adequate time for settling and decanting
procedures. Telescopic valves are used to decant supernate after settling has occurred.
The decant drains by gravity to the existing influent pumping station. Transfer to
Aeration Sludge Holding Tank # 3 is done after decanting. Additional thickening is
accomplished in tank # 3. The combined volume of all three tanks provides
approximately eleven days of storage at design flow conditions. Sludge is thickened to a
minimum of 1.5 percent solids. The three aerated holding basin provide storage in the
event that the Belt Press Filter is out of service. Piping, pumps, and valves have been
incorporated which allow wasting, transfer or withdrawal of sludge from each of the
Aerated Sludge Holding Tanks should conditions warrant operation in a manner other
than that described.
Sludge from the Aerated Sludge Holding Tank # 3 is pumped to the Belt Filter Press via
progressing cavity feed pumps. Normally, sludge will be pumped from tank # 3 when
two stage thickening is utilized. However, pumps, piping and valves are in place to
allow indirect pumping from tanks # 1 and # 2, if required.
An emulsion polymer feed system is provided for preparing, injection and mixing
polymer with the Belt Filter Press feed stream to aid with thickening. The polymer
preparation system consist of a liquid polymer feed system. The liquid polymer is

metered and feed in the belt press feed pipe. A polymer injection ring is located on the
belt press feed pipe to provide adequate contact times of 15 or 30 seconds, if needed.
The two meter belt press normally operates at 160 gpm normally using liquid polymer.
The current flow requires two (2) eight hour shift per day. The press needs to operate
20 hours per day in order to meet design flow conditions of 6.5 mgd for 18 percent
solids. As influent flow increases over time, a second belt press is required. Space has
been added to accommodate a second press. The belt press control panel integrates
permissive signals and alarms from the belt press feed pumps, the polymer feed system
and the pasteurization system control panel in order that all equipment is operating
simultaneously.
The lime pasteurization system is comprised of a series of screw conveyors, dolomitic
lime/sludge cake bin, heating elements, lime feed system, pasteurization vessel,
discharge conveyor and odor control system. The thickened sludge and associated
additives are conveyed through the stabilization system by screw and belt conveyors.
The dolomitic lime bin allows supplemental sources of lime, bulk materials or
recycled/off site cake to be blended with the thickened sludge from the belt press.
Heating elements are provided to raise the temperature of the biosolids as they are
transported. The lime feed system provides the means to adjust the pH of the biosolids.
The pasteurization vessel provides a minimum of thirty minutes detention in order to
comply with CFR 40 Part 503 for a Class A sludge. The entire stabilization process is
monitored and controlled at the pasteurization system control panel which is linked
integrally with the belt press control panel to ensure the processes operate
simultaneously.
How leachate will be handled.
All liquid from the sludge handling and stabilization process are piped back to the
head of the plant for treatment. Supernate from the Aerated Sludge Holding Tanks
and existing floor drains from the Digester Building, are piped to the Influent Pumping
Station. Leachate and wash water from the Belt Filter Press, as well as, floor drains from
the belt press and Sludge Stabilization Building, are piped to existing Plant Drain Pump
Station # 1. Submersible pumps transport the leachate and washwater to the Influent
Flow Splitter located immediately upstream from the Biological Treatment Units.
Storage before dewatering

The waste activated sludge from the secondary clarifiers is pumped to Aerated Sludge
Holding Tanks # 1 or # 2 until processed. Sludge from the New Bern Seven Reclamation
Facility is transported to the City of New Bern Wastewater Treatment Plant by pump
truck. This material is pumped into Aerated Sludge Holding Tanks # 1 and # 2 and mixed
with the sludge from the main facility.
Maintenance of facilities
A maintenance program, OPS System Job Cal Plus, generates work orders. The work
orders are distributed by the Maintenance Supervisor (Steven Wille). The tasks are
performed by the Land Application Supervisor (Lawrence Simmons) and Biosolids
Operator (Willian Bryan Rowe).
The tasks range from checking and changing lubricants in gearboxes, greasing bearings,
inspecting the lime silo dust bag system, maintaining chemical feed pumps, maintaining
conveyor buckets, repairing electrical control components, etc.
Sludge transfer pumps, located in the Digester Building basement, are maintained by
the Maintenance Supervisor (Steven Wille)
Inspection Procedures for Equipment
Daily - inspect sludge transfer pumps, inspect belt press feed pumps, listen to drive
components for abnormal sounds, look for leaks, check filter press belts for alignment
and tears, for obstructions inspect hydraulic power unit and verify oil level. Check belt
adjustments on all gearbox drives. Check alignment of Pasteurization belt. Inspect final
sludge conveyor buckets and look for tears and chain adjustment.
Monthly- check tightness of crankshaft bearing collars on sludge transfer pumps.
Grease sludge transfer pumps and belt press feed pumps. Grease drive motors. Grease
pillow block bearings on belt press. Check gear oil levels in gearboxes. Inspect dust bags
on lime silo. Grease vibrator on lime silo. Grease lime volumetric feeder and check
drive coupling insert for wear. Clean check valves on polymer feed pump.

Safety
The belt press and all conveyors have emergency stop cables. Gearbox drives have belt
and chain guards. All coupling drive pumps have guards installed, around couplings. All
stairs and catwalks have railings. The Lime silo has fall protection on the access ladder,
cage, upper guardrail and ladder fall restraint track. All manufacturer O & M manuals
contain Safety Instructions. The O & M manuals are located in the Sludge Building
Operations Room. The Plant staff attends monthly safety meetings and weekly tailgate
meetings. The Safety Data Sheet book can be found in the Sludge Building Operations
Room. Daily operation and safety inspections are performed by the Land Application
Supervisor.
Sludge Spill Response Plan
Objective: It is the Objective of the City of New Bern to prevent all bio-solids spills. Any
sludge leaking from the tailgates or valves, or spilled as a result of an overturned truck
unit will be handled as a spill.
Truck Policy: As a result of this objective, all truck transport units are equipped with
sealed tailgates and valves. The sealed gaskets used have mechanical locks to ensure the
gasket makes a watertight contact with the trailer or valve. All gaskets are inspected
prior to commencement of daily operations to insure no leaking will occur during
transport. Any vehicle found to be leaking will be repaired and reinspected prior to
being placed back in service.
Driver Policy: All drivers are trained to respond according to the Spill Plan. A copy is
available in all truck cabs.
Spill control plan:
1- If a minor spill occurs, such as a damaged valve or tailgate seal, repair the source of
the spill.
2- If a large spill occurs:
A. Divert traffic around the spill by using markers to move vehicles away from bio-
solids.
B. Notify local police to help traffic control. (phone 911)
C. Report the spill to the City of New Bern, Robert Jones or Tony Hawkins
252.639.7555 or 252.639.7558
D. Utilize straw bales to form a barrier and absorb any bio-solids liquid.
E. Clean up bio-solids and residue material with a vacuum truck and/ or front end
loader and shovels.
F. Transport the material to a permitted application site for disposal.
G. Clean roadway with water as necessary to remove material. Non -paved areas
will be tilled, graded and seed to restore original condition.

H. A written report will be submitted to the authority describing the nature of the
spill, quantity spilled and action taken to manage, contain and clean-up the spill.
Responsibility:
The City is responsible for supervising the clean-up through completion. All work will
be performed by the employees of the City and any additional local help as
required. The Treatment plant Manager, Robert Jones, or his designee, will be
responsible for notifying City and State Authorities.
Responsible Personnel
Plant Manager, Tony Hawkins, ORC
Tim Scott, Back up ORC
Land Application Supervisor, Lawrence Simmons
Bio-solids Operator 1, William Bryan Rowe
Maintenance Supervisor, Elvis Slade
Inspection Procedures In The Event of Noncompliance
If a noncompliance event occurs, the Land Application Supervisor and Plant Manager
will determine why the noncompliance occurred. Inspection of Pasteurization logs, lime
feed records and Lab results will be reviewed. For on the road spills, the Spill Response
Plan will be used. The Division of Water Resources will be notified within 24 hours. The
Plant Manager and Chief Operator are responsible for determining what caused the
noncompliance and implement actions to remediate the noncompliance event.
Sampling and Monitoring Plan
Staff Responsible for Sampling
Biosolids Operator, William Bryan Rowe
Land Application Supervisor, Lawrence Simmons
Lab Technician, Dwayne Greer, Michael Golder

Sampling
Daily- finished product pH, sample is collected at final sludge conveyor, push wall
Monthly- residuals analysis, 7 representative samples taken from piles in holding basin
and mixed together
Bimonthly- % total solids, 7 representative samples taken from piles in sludge holding
basin storage area and mixed together
Yearly- TCLP, collected from 7 representative samples from piles in holding basin and
mixed together
a

SMge Spill response Plan
City of New Bern
Objective:
It is the objective of the City of New Bern to prevent all bio-solids spills. Any sludge leaking from
the tailgates or valves, or spilled as a result of an overturned truck unit will be handled as a spill.
'ruck policy,
As a result of this objective, all truck transport units will be cquippcd with sealed tailgates and
valves. The seal gaskets used will have mechanical locks to ensure the gasket makes a watertight
contact with the trailer or valve. All gaskets will be inspected prior to commencement of daily
operations to insure no leaking will occur during transport, Any vehicle found to be leaking will be
repaired and reinspected prior to being placed back in service.
Driver Policy:
All drivers will be trained to respond according to the spill control plan. A copy will be available
in all track cabs.
Spill Control Plan:
l) Ifa.minor spill occurs, such as a damaged valve or tailgate seal, repair the source of the spill.
2) If a large spill occurs:
A. Divert traffic around the spill by using markers to move vehicles away from bio-
solids.
B. Notify local police to help in traffic control (phone 911).
C_ Report the spill to the City of New Bern, -o ny Hq w ki, s (252)639-
7555
D. Utilize straw bails to form a barrier and absorb any bio-solids liquid.
E. Clean-up the bio-solids and residue material with a vacuum truck and/or front end
loader and shovels.
F. Transport the material to a permitted application site for disposal.
G. Clean the roadway with water as necessary to remove the material. Non -pavers areas
will be tilted, graded and seed to restore original condition.
14. A written report will be submitted to the Authority describing the nature ofthe spill,
quantity spilled and action taken to manage, contain and clean-up the spill.
Responsibility:
The City will be responsible for supervising the cleanup through completion. All work will be
performed by the employees of the City and any additional local help as required. The Treatment
Plants Managar, Judy Maj storavich, or her designee, will be responsible for notifying City and State
Authorities.

Sampling and Monitoring Plan
Staff Responsible for Sampling
Biosolids Operator, William Bryan Rowe
Land Application Supervisor, Lawrence Simmons
Lab Technician, Dwayne Greer, Michael Golder
Sampling
Daily- finished product pH, sample is collected at final sludge conveyor, push wall
Monthly- residuals analysis, 7 representative samples taken from piles in holding basin
and mixed together
Bimonthly- % total solids, 7 representative samples taken from piles in sludge holding
basin storage area and mixed together
Yearly-- TCLP, collected from 7 representative samples from piles in holding basin and
mixed together .
Laboratories
WWTP- pH, total solids, volatile solids
Environment 1- residuals analysis, TCLP, fecal coliform

State of North Caj°oliva
Department of E nvironmennta]l Quality
Division of Water Resources
Division of Water ll. Boa r� ISA NCAC 02T. 1100 -- DISTRIBUTION OF CLASS A RESIDUALS
FORM: IDCAR 06-16
1. APPLICANT INFORMATION:
1. Applicant's name: City of New Bern
Applicant type: ❑ lndividual ❑ Corporation ❑ General .Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Jordan Hughes Title: City Engineer
Applicant's mailing address: PO Box 1129
City: New Bern State: NC Zip: 28563-
Telephone number: [phone] Email Address: ]xur?hesiC�newbern-nc.org
2. Consultant's naive: License Number (for P.E.):
Affiliation: ❑ On Staff ❑ Retained (firm: )
Consultant's mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
3. Fee submitted: $1,310.00 (See Instruction B)
H. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ❑ modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0023306
Date of most -recently issued permit:.2/1/2018
Date of most -recently certified Attachment A (if different than the permit): 2/1/2018
M. FACILITY INFORMATION:
1. Name of residuals processing facility: City of New Bern Class A EQ Residual Management Program
City: New Bern State: NC Zip: 28563-
Coordinates: Latitude: 35' 8' 20" Longitude: 77' 3' 37"
Datum: NA083 Level of accuracy: +, Ift
Method of measurement: RTK/GPS
County where facility is located: Craven
2. Facility contact (person familiar with residuals preparation):
Name: Tony Hawkins Title: Plant Mangier-
Mailing address: 307 Glenbuinie Dr.
City: New Bern State: NC Zip: 28560-
Telephone number: [phone] E-mail address: hawkinst iewbern-ne.ora
FORM: DCAR 06-16 Page 1 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plate, submit an updated O&M plan.
❑ Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
❑ Operational functions; describe the operation of the program to show what operations are necessaty for the program to function
and by whom the functions are to be conducted.
❑ Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
❑ Safety measures; may include safety training program, manuals, signs, etc.
❑ Spill response plan; including control, containment, remediation, emergency contact information, etc.
❑ Inspection plan including the following information;
❑ Names and titles of personnel responsible for conducting the inspections.
❑ 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.
❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
❑ Sampling and monitoring plan including the following information;
❑ Names and titles of personnel responsible for conducting the sampling and monitoring.
❑ Detailed description of monitoring procedures including parameters to be monitored.
❑ Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most Ii_miting titres for residuals to meet
pathogen and vector attraction reduction requirements (e_g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures_
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
BY U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery: .
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

D. Prograrn Information (All Application -Packages)
Provide a narrative explaining the following:
❑ How the materials will be handled and transported from where the residuals were produced to where it will be treated.
❑ How the residuals will be processed/treated (attach process flow diagram).
❑ How leachate collection will be handled.
❑ Where the residuals will be stored until processed.
❑ How the final product will be distributed (packaging, bulls, etc.)
❑ What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil acid cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
❑ Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
❑ Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information_
❑ Name and address of the person who prepared the residual that is sold or given away.
❑ A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
❑ A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
❑ A statement that adequate procedures shall be provided to prevent surface turnoff from carrying any disposed or stored
residuals into any surface waters.
❑ Information on all applicable setbacks in accordance with I5A NCAC 02T .1108(b).
❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
❑ Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T .1108(a) on the plans.
�] Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and ,storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .1104(a)(2)(B}, including leakage and pressure testing as appropriate.
❑ Plans and specifications must not be labeled with preliminary phrases (e_g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN —NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1 104a .
G. Environmental Assessments (Maybe Required — See I5A NCAC 1 C .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be -required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

Please use the following instructions as a checldist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted the Applicant shall submit one on inal and two.coliies of the application and
supportin?' documentation
For more information, visit the Water Quality Permitting Section's 11ron-Dischar ge Permitting Unit ivebsite
General —This application is fortreatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T .I 100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16).
❑ Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ The project name should be consistent on the plans, specifications, etc.
❑ The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b)_
❑ If this project is for a modification of an existing permit, submit one copy of the existing permit.
❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDI;Q)-
Facility Classification
New Permit
Major (residuals permitted for distribution > 3,000 dry tons/year) i $1,310
Minor (residuals permitted for distribution < 3,000 dry tons/year) $810
Major Modification 1
$395
$245
1-- A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage, -
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications-
C. Cover Letter (All Application Packages)
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 1 of 3

3. Is the residual process facility also the generator? ® Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: >120 days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers, ® lawn (bulk); Ej home garden (bulk);
® other (explain); hauled with city owned truck
Note: Bulk residuals shall mean residuals that are transported and not sold or gibing away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
Der 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 1327 dry tons per year.
5. Provide a description of the ansite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): Storage for biosolids will be provided at a covered concrete storage facility,
biosolids will be discharged adjacent to a reinforced concrete push wall for pickup and transport by rubber tired fronteud loader.
6. Does the facility have a stormwater management plan.? ® Yes, r] No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Floor drains inside
the covered storage facility, run to a plant internal pump station. All runoff pumps into treatment process.
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Cert f cation and all associated documentation.
Residuals Source
Certification
FORM: DCAR 06-16 Page 2 of 3

Professional .Engineer's; Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by zne and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes ❑ No, Explain;
1, -
(Signature Authority's Name PLBASE PRfNT)
C,-�I JCE 9 ,'n to
(Title)
attest that this application for _C 4-r o f Now lam, s /9 1' a i¢s 11441 Mk
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note_ In accordance with North Carolina General Statutes §143-215.6A and § 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: DCAR 06-16 Page 3 of 3

I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: New Bern Seven Water Reclamation Facility
2. Facility permit holder is: ❑ Federal, ❑ State, X Local Government, or ❑ Private.
Facility permit issued by: X Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain: ).
3. Facility contact person and title: Tony Hawkins, Plant Manager
Complete mailing address: PO Box 1129
City: New Bern State: NC Zip: 28563-1129
Telephone number: 252) 639-7555 E-mail address: hawkinstgnewbern-nc.org
4. Facility physical address: 1610 Old Airport Rd.
City: New Bern State: NC Zip: 28560-
Coordinates: Latitude: 77 ° r ' 57.22 Longitude: 34° 4, 10.48 "
Datum: D North American 1983 Level of accuracy: Sub Foot
Method of measurement: Survey Grade GPS
5. Purpose of the facility:
X treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
X treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 0% industrial and 100 % domestic)
other (explain: ).
6. Does the facility have an approved pretreatment program: X Yes ❑ No
7. Facility permitted/design flow: 0.499 MGD and facility average daily flow: 0.427 MGD
8. Average amount of residuals being generated at this facility 36 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Approximately 5000 gallons of sludge is wasted from the lagoon system to an
aerobic digester lagoon. The digester is settled and suUernated daily The suvernate goes back to the headworks. The
digester volume is 960,000 gallons, The sludge is hauled b ump truck owned and o erated b the Cit _ It is added to the
aerobic digesters at the City of New Bern Class_A EO Residuals Processing Facility.
Type and volume of residuals storage (i.e., outside of residuals treatment units): There is no addition storage available_ at
this facility.
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
X 40 CFR Part 503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated. under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
FORM: RSC 11-13 Page 1 of 5

X Biological ❑: Nori-Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes X no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defiled by 40 CFR §261.21-
261.24: ❑ yes X no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Summit Environmental Technologies, Inc. and Date of analysis: 8/5/2017
Passed corrosivity test: X yes ❑ -Do. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: X yes ❑ no. Flashpoint: >140 IF (> 140°F)
Passed reactivity test:Xyes ❑no. HCN: ND<250 mg/kg (<250) & I12S: <500 mg/kg (<500)
TCLP Parameter
Limit
(Mg/1)
Result
(nag/I)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
<0.500
Hexachlorobenzene
0.13
<0.100
Barium
100.0
<5.0
I Hexachloro-I,3-Butadiene
0.5
<0.100
Benzene
0.5
<0.100
Hexachloroethane
3.0
<0.100
Cadmium
1.0
0.250
Lead
5.0
<0.500
Carbon Tetrachloride
0.5
<0.100
Lindane
0.4
<O. 0250
Chlordane
0.03
<0.0250
Mercury
0.2
<0.00250
Chlorobenzene
100.0
<0.100
Methoxychlor
10.0
<0.00250
Chloroform
6.0
<0.100
Methyl Ethyl Ketone
200.0
<2.00
Chromium
5.0
<0.200
Nitrobenzene
2.0
<0.100
m-Cresol
200.0
<5.00
Pentachlorophenol
100.0
<0.250
a -Cresol
200.0
<5.00
Pyridine
5.0
<0.250
p-Cresol
200.0
<5.00
Selenium
1.0
<0.500
Cresol
200.0
<5.00
Silver
5.0
<0.500
2,4-D
10.0
<5.00
Tetrachlorocthylene
0.7
<0.100
1,4-Di.chlorobenzene
7.5
<0.100
Toxaphene
0.5
<0.0500
1,2-Dichloroethane
0.5
<0.100
Trichloroethylene
0.5
<0.100
1,1-Dichloroethylene
0.7
<0.100
2,4,5-Trichlorophenol
400.0
<0.250
2,4-Dinitrotoluene
0.13
<0.100
2,4,6-Trichlorophenol
2.0
<0.250
Endrin
0.02
<0.00250
2,4,5-TP (Silvex)
1.0
<0.500
Heptachlor and its Hydroxide
0.008
<0.00250
Vinyl Chloride
0.2
<0.200
FORM: RSC 11-13 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1 105.
a. For Distribution/Land Applicatioi2: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment 1 Inc. and Date of analysis: 11/13/2017
Parameter
Ceiling
Concentration Limits
(ClassA & Classl3)
(mg/kg)
Monthly Average
Concentration Limits
(ClassA Only)
(mg/kg)
Result
i
(nzg/kg)
Arsenic
75
41
<2.5
Cadmium
85
3 9
<0.5
Copper
4,300
1,500
74
Lead
840
300
5.1
Mercury
57
17
0.16
Molybdenum
75
n/a
6
Nickel
420
420
<5.0
Selenium
100
100
<5.0
Zinc
7,500
2,8 )0
152
b_ For Sur ace Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environment 1 Inc. and Date of analysis: 11/13/2017
Distance from disposal unit Arsenic <2.5m Chromium <0.5mg/kg Nickel <5,0mg/kg
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
X > 0 but <25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
FORM: RSC 11-13 Page 3 of

❑ > 125
62
450
420
Result (mg/kg)
<2.5
8
8
FORM: RSC 11-13 Page 4 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 41.83 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory. Environment 1 Inc. and Date of analysis: 11/13/2017
Parameter
Result
(mg1kg)
Aluminum
3228
Ammonia -Nitrogen
1665
Calcium
393207
Magnesium
4450
Nitrate -Nitrite Nitrogen
83.83
pH (Standard Unit)
122
Phosphorus
7961
Potassium
2088
Sodium
<1250
Total Kj eldahl Nitrogen
24020
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 3.4
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mecbanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): .0 default value, or E] actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals::.
e. Calculate the PAN for the residuals (i_e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(mg1kg)
(mg/kg)
Surface
6515
155
Injection/Incorporation
6557
197
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: NIA
FORM: RSC 11-13 Page 5 of 5

7. Patho2e.n Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For DistributionlLand Application of Class A or 9quiyalent:
X A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A ,salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [15A NCAC 02T. 1 106(b)(3)(A)] - Tune/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.I 106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alterative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric VirusNiable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
❑ Alternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
❑ Alterative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑. aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal.
X Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above_
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
❑ Exempt - If Daily Cover Alternative is chosen in Item II.S. below [15A NCAC 02T. 1106(a)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1 ] 07, specify how residuals will meet the VAR requirements:
Alternative 1 [I5A NCAC 02T.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.1107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.1107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T. 1 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T. I 107(a)(6)] - Alkaline Stabilization.
krAlternative 7 [15A NCAC 02T.1107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T_I 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] -Injection.
❑ Alternative 10 [15A NCAC 02T.I 107(a)(10)] -incorporation.
Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the Iand surface.
FORM: RSC I1-13 Page 6 of

Narratives
(Flow chart attached.)
Flow comes from a step system, with low BOD and TSS.
Influent enters an Equalization Basin and/or is divided between two Aeration Basins,
(There is also a five day storage lagoon.)
FTOM the Aeration Basin the flow is pumped to two Clarifiers.
Sludge from the Clarifiers is pumped to an Aerated Digester, with supcmate going back
to the Aeration Basins.
The Effluent from the Clarifiers passes through a Tertiary Filter, with backwash going
back to the Aeration Basins.
The filtered water is Chlorinated and goes to two Final Storage Lagoons.
The final effluent is pumped to a day tank, located at the tree farm owned and operated
by the City of New Bern. It is sprayed on 109 acres of trees.
Purposed handling of sludge:
After processing in the digester, the sludge would be hauled by a pump track to the -main
plant monthly (approximately 6,000 gallons or 3 tons of solids). It would be added to the
two aeration digesters and follow the same train as the sludge from the main plant,
through transferring, belt press and pasteurization process.
Approximately 5,000 gallons are wasted per day or (5000)(365) = 1,825,000 gallons
The volume of the digester is 860,000 gallons. The contents are supernated daily.
In the past four years, we have hauled 210,000 gallons/year or
(210,000 gallons)(0.0359)(8.34) = 62880 lbs or 31 tons
Without any loss due to digestion:
Influent contains approximately 75 mg/L for average 0.411 MGD or
(0. 42 7) (75) (8.34) (3 65) = 97487lbs or 49 tons
Sampling would be done as a mixture with sludge from the New Bern Wastewater
Treatment Plant.
Initial sampling was done to show the content of the sludge before addition to the main
plant process. Laboratory results are attached.

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1140AKMONT DRIVE
CITY OF NEW BERN (DIOSOLIDS)
ATTN: TONY HAWKINS
P.O. BOX 1129
NEW BERN ,NC 28563
XJE (252) 75 -6f 8
FAX (.25 )! CCj 31
ID# , 214 A
DATE CQLDECTED; 01./1.9/21
DATE REPORTED ; 01/22/21.
REVIEWED BY, Z4ZL-111-11�
Holding
Holding
Holding
Holding
Holding
All"alysis
M, ethud
PARAMETERS Basin-1'Ul
BaaAi-FC//2
bash?-ZsCO
Basin-`C#4
Basin--1EC0
Date Analyst
Code
Total Solids, % 33.08
41.10
3S.94
36.61
35.77
01119/21 91b1S
2540G-11
Fecal Coliforrn (NIPN), /grain Solids <L8
<1.8
<1,8
<1.8
<1.0
01/19/21 .TMS
9221E-06

(7MEENVI t E., N,G. 2781 Fl
CITY QE NEW BERN (RIOSOLI:DS)
:A.TTN: TONY HAWKINS
P.0. BOX 7129
NEW BERN ,NC 28563
)N (252,� 756-620
ID$l: 214 A
DATE COLLECTED! 01/19/21
DATE REPORTED : 01/22/21
REVIEWED BY: `� 1
Holding
Holding
Almlysis
mletimd
PARAMETERS Basin-liCl16
B-nsin-FU7
Date Analyst
Code
Total Solids, % 36.12
36.34
01/19/21 JILTS
254OG-11
Fecgl Coliform (iYTPN), /gram Solids C L8
G 1.8
01/19/21 JAIS
9221E-86

(�...:I����1f1 �i�E'��`..�ii�{L�EI��:r!`tt��l. .7�f �-.t,�i,e��I �J�-)�4�f1i_��`.'•..��I �C-v��*�_�
CITY OF NEW BERM (BICSOLIDS )
P.0, BOX 1125
NEW BERM ,1,TC 28563
Holding
Analysis
Method
PARAT E.TERS Basin (RA)
Date
Analyst
Code
Aluminum, (dry wt. basis), mg/lcg
2661
01/29/21
LFJ
EPAMN7
Arsenic (dry wt, basis), nrg,llfg
4,7
01/28/21
MTAI
3113B-04
Calch)m (dry wt. basis), ing/kg
311190
01/29/21
LFJ
EPA200.7
Cadmium (dry wt, Basis), mglkg
<0.5
02/02/21
M'I'M
3113B-04
Copper (dry wt. basis), mg/kg
96
01/29/21
LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
8
01/29/21
L J
EPA200.7
Lead (dry iveight basis), ing/lcg
5.0
02l01/21
MTAI
3113B-04
Magnesium (dry wt. basis), mg/kg
3607
01/29/21
LFJ
EPA200.7
IYlercrn'y (dry wt. basis), mg/kg
0.15
01/27/21
TVITM
EPA7471B
Niche] (dry wt. basis), mglkg
<5.0
01/29/21
LFJ
EPA200.7
Potassium (dry wt, basis), mg/kg
3405
01/29/21
LFJ
EPA200.7
Selenium (dry wt, basis), niglicg
<5.0
02/01/2.1
111TM
3113E-04
Silver (dry wt, basis), mg/kg
<2.5
01129/21
LFJ
EPA200.7
Sodium (dry wt, basis), mg/lcg
<1250
01/29/21
LFJ
UAPAUN7
Zinc (dry art. basis), mglkg
230
01/29/21
LFJ
EPA200.7
Total Cyanide (dry weight), mg/kg
31.5
01/20/21
XDS
450OCNE-11
TXN (dry wt.), rug/kg
c 26650
01l22121
TLH
351.2 R2-93
Ammoida Nitrogen (dry wt.),mg/kg
c 42,82
01/21/21
1{ES
350.1 R2-93
Phosphorus, T. (dry wt,), mg/lig
c 12960
01/22/21
ICES
365.4-74
Nltrnte-Nitrite (dry wt.), mg/kg
c 63.73
01/21/21
DU,
353.2 R2-93
Plant Available Nitrogen, mgllcg
13389
01/27/21
MAO
Molybticimm (dry wt. basis), mgncg
<5.0
01/29/21
LFJ
EPA200.7
TD#r : 214
DATE COLLECTED: 01/19/21
DATE REPORTED ; 02/03/21
a
REVIEWED BY.
c 9Jnoertlf£3 d data. MIR does not affer non-aqueouo carti£ic ation for this analytical procedure,

j7E IJr, j 7I A ESE {[I 1 d 1]j 11 i(I 3
ll,)i`zi€l9 ,! ..1,, 7llal i i!!
1 , )T ;tl4f^ i,,, N D1 OVIF..
RC 27 5 i
CITY OF NEW BERN (BIOSOLIDS)
ATTN - TOiNY HAWKINS
R.O. Box 11.29
NEW BERN ,NC 28563
Holding
Aaaalysis
Method
PAIIANTEATERS Basin (RA)
Bate Analyst
Carle
Aluminum, (dry wt. hasis), mgllcg
2191
02/09/21
LFJ
EPA200.7
Arsenic (dry w(. basis), mgllcg
3.0
02/10121
TIATM
3113B-04
Calchim (dry wt. basis), mglkg
388919
02/09/21
LFJ
EPA200.7
Cadmium (dry wt. Basis), nig1l(g
<0,5
02i12121
MTM
311.3B-04
Copper (dry ►vt, Basis), mg]kg
53
02/09/21
LFJ
EPA200.7
Claromiaam, T.(dry wt. basis),angllcg
5
02/09/21
LFJ
EPA200.7
Lead (dry weight basis), nag/kg
2.9
02/11/21
A4TM
3113E-04
Magnesimn (dry wt, basis), m,-/lcg
4048
02/09/21
LFJ
EPA200.7
Nfercury (dry )vt. Basis), mg/hg
0.11
02/23/21
MTM
EPA?471B
Nickel (dry wt. basis), mg/kg
<5.0
02/09/21
LTJ
EPA200.7
Potassium (dry wt, basis), nag/lcg
2296
02/09/21
LFJ
EPA200.7
Selenhim (dry wt, basis), nag/I%
<5.0
02/10121
MTM
3113E-04
Silver (dry wt, basis), mgllcg
<2,5
02/09/21
LFJ
EPA200.7
Sodium (dry wt. Basis), mg/kg
<1250
02/09t21
LFJ
EPA200.7
Zinc (dry wt. basis), mgllcg
109
02/09/21
LFJ
EPA 200,7
Total Cyanide (dry weight), mgllcg
24AI
02/08/21
KDS
450OCNE-11
T1{N (dry ivt.), mgllcg
c 3761
02/11/21
KES
351.2 R2-93
Ammonia Nitrogen (clay wQ,mglkg
c 37,92
02/10/21
TL13
350A 112 93
Phosphorus, T. (dry ivt.), zng/kg
c 6229
02/11121
TL14
365.4-74
Nitrate -Nitrite (dry wt.), mgfkg
c 61.88
02/10/21
DTL
353.2 R2-93
Plant Available Nitrogen, mgllcg
1570
02/20/21
MAO
Malybdemim (dry wt. basis), Ing/kg
<5.0
02109/21
LFJ
EPA200.7
ID# : 214
DATE COLLECTEDt 02/04/21.
DATE REPORTED ; 02/25/23
REVIEWED BY-,
c uuuesti Pied data: DVIR doee nit offer nor --aqueous carti£ication Ear thin analytical. procedure.

CITY OY NEW FERN (BIOSOLIDS)
ATTNi TOM EAWKINS
P.O. BOX 1.329
NEW BERM ,NC 28563
Dunking U t— 1DI 37715
PHONE [phone]
FAX f252) 756-0 5 3
ID# : 214 A
DATE COLLECTED: 03/17/21.
DATE REPORTED ; 03/22/21.
-Y
REVIEWED BY:
Uolding
Holding
Holding
Holding
Holding
AnAysis
Method
1'ARAUETERS Basin-1+C1/I
Basin-1' CN2
Basiaa-FCf/3
Basbj-FC# 4
Basin-FU5
Date Analyst
Code
Total Solids, To 31,94
32.24
31,52
37,31
35.13
03/17/21 KDS
2540G-11
Fecal Coliform WN), /gram Solids <1,8
<1.S
<118
<1.8
<1.8
03/17/21 KDS
9221E-06

1_,. t. ..<.�
.S
CITY OF NEW :BERN (BIOSOLI]DS)
ATTN: TONY HAWKINS
P.o, BOS 1129
NEW BERN ,NC 28563
Drinking Water ID; 37715
ID#$ : 214 A
DATE COLLECTED: 03/17121
DATE REPORTED s 03/22/21
REVIEWED Py l
holding
holding
Analysis
TAetliod
PARAMETERS Basin-IYC#6
Basisi-FCk7
Dife Analyst
Code
Total Solids, %n 29.54
32.96
03/17/21 KISS
2540E-11
Decal Coliiorm (li PN), /grain Solids <1.8
<1.8
03/17/21 ITS
9221E-06

E 1� 1sri i1' ((11� i !' �l riIIIIVI .U.) u)j
CITY OF NEW BERN (DIOSOLIDS)
ATTN: TONY HtliniltINS
P.O, Box 1129
NEW BERN ,NC 28563
l aoldi37g
Analysis
Method
PARAMETERS
Basin (RA)
Date
Analyst
Code
Almninum, (dry wt, basis), nag/kg
4489
04/01/21
LFJ
EPA200.7
Arsenic (dry wt. basis), ing/kg
6.0
04/05/21
MTNI
31.1313-04
Calcium (dry wt. basis), mgllcg
280925
04/01/21
LrJ
EPA200.7
Cadmium (dry im basis), mg/kg
0,52
04/01121
NITM
31.13B-04
Copper (dry wt, basis), mg1kg
143
04/01/21
LFJ
EPA200.7
Chromium, T.(dry NO. basis),mg/kg
11
04/01/21
LFJ
EPA200.7
Lead (dry weight basis), mg/kg
6.3
04/01121
NITN1
311313-114
Magnesium (dry wt. Basis), mg/kg
3311
04/01/21
LFJ
EPA200.7
Mercury (dry wL. Basis), nag/kg
0.16
04/05/21
MTM
EPA7471B
Nichel (dry stet, basis), mg/kg
<5.0
04/01/21
LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
3803
04/01/21
LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
0313l/21
NITM
31.13B-04
Silver (dry wt. basis), €uglkg
<2.5
04/01/21
LFJ
EPA200.7
Sodium (dry -,vt. basis), mg1kg
<1250
04101/2.1
LI,J
EPA200.7
Zinc (dry svt. basis), mg/kg
277
04/01/21
L1 J
EPA200,7
Total Cyanide (dry weight), tng/itg
47.95
03/29/21
IDS
4100CNE-11
TKN (dry tvt.), mg/kg
c 19250
03/23/21
ICES
351,2 R2-93
Ammonia Nitrogen (dry ut.),mg/h9
c 92.78
03/24/21
DTL
350.1 R2-93
Phosphorus, T, (dry tvt.), mgAcg
c 9529
03/23/21
TLPI
365,4-74
Nitrate -Nitrite (dry wt,), tag/kg
c 49.88
03/23/21
D'1'L
353J R2-93
Plant Available Nitrogen, mg/hg
7759
04/02/21
MAO
Molybdenum (dri, svt, basis), mg/ltg
<5.0
04/01/21
LFJ
EPA200.7
T D# : 214
DATE COLLECTED: 03/17/21
DATE REPORTED : 04/08/21
REVIEWED k7'1.
e Uncertified data. DWR dose not v££er non -aqueous cex:tificativn for this analytical precedure.

jIIj4 4 ! €j jf llr jJ jj{ I +t �l4j} kk1 // j1hfl k` _37 _
Jy,
CITY OF NEW BERN (BIOSOLIDS)
A.TTN: TONY HAWKTNS
P.O. BOX 1129
NEW BERM ,NC 28563
Holding
!° m lysis
Nle.thod
PARAMETERS Basin (RA)
hale
Amlyst
Code
Aluminum, (dry wt. basis), mg/kg
3671
04/14/21
LFJ
EI'A200,7
Arsenic (dry wt. basis), Ingllcg
7,3
04/19/21
'w1TM
3.113B-04
Calcium (dry wt. basis), awaglkn
264826
04/14/21
1.,1'J
EPA200.7
Cadmium (dry wt. basis), mglkg
0.61
04/10/21
NITN1
3113B-04
Copper (dry wt, basis), mg/Icg
297
04/28/21
LF'.t
1 PA200.7
Chromium, T.(dry wt, basis),mg/hg
11
D4114121
i FJ
EPA200.7
Lead ((lry weight basis), nag/kg
7.5
04/15/21
NITNI
311313-04
lllagnesiuua (dry wt. basis), mg/kg
3484
041144/21
LFJ
EPA200,7
Merewy (dry wvt, basis), mg/kg
0.14
04127121
Ni'1'H
EPA7471B
Nickel (dry wt. basis), mg/kg
5
04/14/21
LFJ
EPA200,7
Potassium (dry wt. basis), 1nglkg
4142
04115/21
LFJ
EPA20M
Selenium (dry wt, basis), mgllcg
C 5.0
04/20/21
MTM
311313-04
Silver (day vvt. buis), mg/kg
C2,5
04/14/21
LFJ
EPA200,7
Sodium (dry wt, basis), mglkg
C 1250
04/15/21
LFJ
UPA200.7
Zinc (dry wt. basis), mg/kg
291
04/14/2I
LET
EPA200,7
Total Cyanide (dry weigbt), -nag/kg
36,76
04112/2I
K DS
4500CNE-11
TKN (dry NM), n1gllig
c 24290
04/14/21
TLH
:151,2 R2-93
Ammonia Nitrogen (dry wvt,),mglkg
c 72.88
04/14/21
DTL
350.1 R2-93
Phosphorus, T. (dry rw Q, mg/kg
c 10290
04114121
ICES
365.4-74
Nitrate -Nitrite (dry -wt.), Haag/]sg
c 42.93
04/14/21
DTL
353.2 I82-93
Plant Available Nitrogen, nag/kg
9766
04/15/21
NIA0
Molybdenum (dry wt. basis), rnglltg
5
04/14/21
LTJ
EI'A200.7
Dr in],Ing W7aeer ?D; 37+11,
FAA
ID#: 21.4
DATE COLLECTED: 04/07/21
DRTE REPORTED : 04/29/21
REVIEWED BY;
c Uncertified data. DUR dcea not offer non -aqueous Certification for this analytical procedurA,

CITY OF NEW BERN (DIOSOL,IDS)
ATTN: TONY HAWKINS
P.O. BOX 1.1.25
NEW BERN, NC 28563
ID# : 214 A
DATE COnLECTED: 05/13/21
DATE DEPORTED : 05/20/21.
REVIEWED BY:
Holding
Holding
Holding
1101dilag
Holding
Analysis
Method
PARAMETERS Basio-FC#1
Basin-FU2
Basiu-i+C#3
Basin-FU4
Bashi-FCNS
DutL Analysi
Code
Total Solids, Io 37,30
47,36
39,72
45,94
42,44
05117121 BLV
2540C-11
Feud Coliform (MPN), 1grom Solids <1.8
<1.8
<1.8
<1.8
<l,8
05113/21 BLV
922113-06

Wc 27858.
CITY OF NEW BERN (BIOSOLIDS)
ATTN. TONY HAWKINS
P.O. BOX 1129
NEW �3ERN, NC 28563
ID41 ; 214 A
DATE COLLECTED1 05/13/21
DATE REPORTED ; 05/20/21
REVIEWED BY:
Huldilg
Holdbig
Annlysls
Method
PARAMETERS Bashi-FC#6
Basin-FCY7
Bate Malyst
Code
Total Solids, °/n 41,43
42.56
05/17/21 BL-V
2540G-11
l+euil Coliform WPM, /grarl, Solids <L8
C1.8
05/13/21 BLV
9223E-06

k'L`'F ...'r-
WE
G",RE rat' 1 , (
CITY OF NEW BEF1N (BIOSOLIDS)
ATTN. TONY HAWKINS
P.O. BOX 1129
NEW BERN, NC 28563
PARAMETERS
Aluminum, (dry wt. basis), rug/kg
Arsenic (dry wi. basis), mg/Rg
Calcium (dry wt. basis), rngllcg
Cadmium (dry wt, basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt., basis),mg/kg
Dead (dry weight basis), mg/lig
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mglkg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), nag/lcg
Total Cyanide (dry weight), mg/lcg
'1'K (dry wt.), nig/kg
Ammonia Nitrogen (dry wt.),mg/hg
Phospborns, T, {dry wt.), rng`kg
Nitrate -Nitrite (dry wt.), mg/hg
Planet Available nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Bolding
Analysis
Nfethod
Basin (RA)
Date
Analyst
Code
3057
05/19/21
LFJ
EPA200.7
6,0
05/21/21
MTM
311313-04
263600
05/19/21
LFJ
EPA200.7
0.52
05/19/21
MTM
3113B-0,1
237
05l19/2t
LFJ
EPA200.7
12
05/19/21
LFJ
EPA200.7
5.3
05/20/21
MTAI
3113B-04
3384
05/19/21
LFJ
EPA200.7
0,22
05/27121
MTM
EPA7471B
<5.0
05/19121
LFJ
EPA200.7 _
3617
06/19121
LFJ
EPA200.7
<5.0
05/19/21
MTM
3113B-04
<2.5
05/19/21
LFJ
EPA200.7
< 1250
05/19/21
LET
F,PA204.7
267
03/19/21
LFJ
EPA200.7
65.37
05/17/2.1
KDS
4500( NE-11
c 1.2490
09/18/21
ACES
351,2 112-93
c 98.96
05/19/21
ICES
350.1 I12-93
c 16340
05/18/21
TLH
365.3-74
c 103.0
05/19/21
DTL
353.2 R2-93
5109
05130/21
NIAi3
<5.0
05/19/21.
LFJ
EPA200.7
DATE COLLECTED: 0 5 / 13 / 21
DATE REPORTED : 06/01/21
REVIEWED BY:
e Uncertified data, nWR dcea not offer non -aqueous Certification far this analytical pracedure,

CITY OF NEW BERN (BIOSOi,IDS)
ATTN. TONS' HxiWd iNs
P.O. BOX 1129
NEW BERM, NC 28563
PARAMETERS
Alumillum, (dry wt. basis), mg/kg
Arsenic (dry wt, basis), mg/kg
Calcium (dry wt basis), mg/kg
Cadmiijm (airy wt. basis), ingikg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wait. basis), mg/hg
1'Iercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium Wry wt. basis), rnglkg
Selenium (dry wt. basis), mg/kg
Silver (dry wt, basis), mg/kg
Sodium (dry wt. basis), rng/kg
Zinc (dry mI. basis), nag/kg
Total Cvaanide (dry weight), mg/kg
TK_NL (dry wt.), mg/kg
Ammonia Nitrogen (dry w€,),mg/kg
Phosphorus, T, (dry wt.), mg/14g
Nitrate -Nitrite (dry wt.), mgtkg
Plant Availahle Nitrogesr, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding
Analysis
Nlethod
Basin (RA)
Date
Analyst
Code
3891
06/25/21
LFJ
EPA200.7
4.2
06/24/21
i'1TM
3113B-04
245246
06/25/21
LFJ
EPA200,7
0.59
06/24/21
M TNI
31.13E-04
24J
06/25/21
LFJ
EPA200.7
13
06/25/21
LFJ
F;PA200.7
7,0
06/25/21
NI'TM
3.1IJB-04
4899
06/25/21
LFJ
EPA200.7
0.37
06/21/21
MTM
EPA7471B
6
06/25/21
LFJ
EPA200.7
3109
06/25121
LFJ
EPA200.7
< 5.0
06/25/21
01T NI
3113B-04
<2,5
06/25/21
L17J
EPA200.7
< 1250
06/25/21
LFJ
EPA200.7
352
06/25/21
LFJ
EPA200.7
112,5
06/09/21
KD5
4500CNIE-11
c 27490
06/15/21
TLH
351.2 R2-93
c 58,54
06/09121.
IDT .
350.1 R2-93
c 1.1120
06/15/21
IDES
365.4-74
c 123.0
06/09/21
KES
353.2 R2-93
11125
06/22/21
�[AD
<5,0
06/25/2.1
LFJ
EPA200.7
ID#: 214
DATE COLLECTED: 06/02/21
DATE REPORTED : 07/01/21
REVIEWED By.
c Uncertitied data, ]]WR does not offer non-aqueouA certiEication Ear this analytical procedure.

CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAWKINS
P.O. BOX 1129
NEW BERN, NC 28563
ID#. 214 A
DATE COLLECTED: 07/20/21
DATE REPORTED : 07/23/21
Holding
Holding
Holding
Holding
bolding
Analysis
Mcthod
PARAMETERS Basin-FC#1
Basin-FC#2
Basin-FC#3
Basin-laC#4
Basin-FC#5
Bate Analvst
Code
Total Solids, % 37.15
36,95
37.00
40,64
35.53
07/20/21 JIMS
254OG-1I
Fecal Coliform (NHI ), /gram Solids C 1.8
C 1.8
< 1.8
C 1.8
<1.8
07/20/21 KDS
922IE-136

CITY OF NEW BERN (BTOSOLIDS)
ATTN: TON"Y i3AWKINS
P.0. BOX 1129
NEW BERN, NC 28563
ID#; 214 A
DATE COLLECTED; 07/20/21
D)ITE REPORTED : 07/23/21
1l; VIEWED BY:
Holding
Holding
Analysis
Method
PARAMETERS Basin-FC#6
Basin-FC#7
Date Analyst
Code
Total SMids, % 38.27
36.44
07/20/21 JNIS
2540G-I1
Fecal Coliform (NTPLN�, /grunt Solids c LS
C LS
07/20/21 KDS
9221E-06

CITY OF NEW HERN (PIOSOLIDS)
ATTN: TONY i;3IaWKINS
P.O. BOX 1129
NEW BERRY, KC 28563
PARAMETERS
Aluinihuin, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), rngllcg
Calcium (dry ,vt. basis), mg/lcg
Cadmium (dry wt_ basis), mgllcg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
[lead (dry weight basis), nag/kg
Magnesium (dry wt. basis), rngllcg
Mercury (dry wt, basis), rug/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/hg
Selenium (dry wi. basis), mg/kg
Silver (dry vs't. basis), rug/kg
Sodium (dry wt. basis), ing/kg
Zinc (dry wt, basis), mg/lcg
Total Cyanide (dry weight), mglkg
T%N (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg(kg
Phosphorus, T. (dry Nvt.), mglkg
Nitrate -Nitrite (dry wt.), mglkg
Plant Available Nitrogen, rug/kg
Molybdenum (dry wt. basis), mglkg
Holding
Analysis
dlethod
Basin (RA)
Lute
Analyst
Cade
3335
98/04/21
NITNI
EPA200.7
2.6
08J04/21
MTibl
3113I3-04
283233
08/0412.I
NITNI
E1'A200,7
0.65
08/03/2.1
MTM
311314-04
158
08/04/21
MTM
EPA200.7
11
08/04/21
MTM
EPA200.7
7.4
08/03121
114T00
3113i1-04
4160
08/04/21
MTM
EPA200.7
0.49
08/02121
MTM
EPA7471B
6
08104I21
MTM
EPA200.7 _
2253
08/04/21
MT1Ll
EPA200.7
<5.0
08/04/21
A1TAJ
3113B-04
<2,5
08/04/21
WTAl
EPA200.7
<1250
08/04/21
_Y1TM
EPA200.7
286
08/04/21
AITM
EPA200.7
50.9
07/27/21
K135
4500CNE-11
c 9265
07/22/21
DTL
351,2 R2-93
e 64.50
07/23/21
H M M
350.1 R2-93
c 10660
07/22/21.
KES
365.4-74
c 143.9
07/22/21
HMM
353.2 R2-93
3856
07/30/21
MAO
<5.0
08/04/21
N-ITM
EPA200,7
;' nr i
Plas cexrataz 10:10
DATE COLLECTED: 07/20/21
DATE REPORTED : 08/05/21
c vnc.erh.i fied data, nwa doee not offer noa-aqueous certification for thia analytical procedure,

CITY OF NEW BERN (BIOSOLIDS)
ATTN: TONY HAWKINS
P.o. Box 11.29
NEW BER.N, NC 28553
PARAMETERS
Aluminum, (dry,, riot. basis), nag/kg
Arsenic (dry wt. basis), crag/kg
Calcium (dry wt. basis), mglkg
Cadmium (dry wt. basis), ing/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt, basis),mglkg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mglkg
Mercury (dry wt. basis), mg/kg
Nickel (dry writ. basis), mg/kg
Potassium (dry wit. basis), mglkg
Selenium (dry wt. basis), rang/kg
Silver (dry rut. basis), mg/kg
Sodium (dry wt. basis), mglkg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), inglkg
TKN (dry wt.), mg/lcg
Ammonia Nitrogen (dry wvt.),mg/kg
Phosphorus, T. (dry rut.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plasm Available Nitrogen, mg/kg
Molybdenum {dry wt, basis), mg/kg
Holding
Analysis
Method
Basin (RA)
Date
Analyst
Code
3173
08117/21
LFJ
EPA200.7
<7.5
08/17/21
MTIY1
3113B-04
308776
08117/21
LFJ
1?PA200.7
<0.5
08/18/21
MTM
3113B-04
143
08/17/21
LFJ
EPA200.7
11
08/17/21
LFJ
EPA200.7
6,8
08/18/21
MTM
311313-04
4172
0811.7/21
LFJ
EPA200.7
0.30
08/24/21
MTM
EPA7471-B
5
08/17121
LFJ
EPA200.7 _
2122
08/1712l
LFJ
EPA200.7
<5.0
08/.17/21
MTA4
3113B-04
<2.5
08/17/21
LFJ
EPA200.7
<1250
08/17/21
LFJ
EPA200.7
276
08117/2 E
LFJ
EPA200.7
31.1
08JI1/21
KDS
4500CNE-11
c 15920
08/12/21
KES
351.2 R2-93
c 135.5
08f.11/21
ICES
350A R2-93
C 10250
08/10/21
KES
365.4-74
c 96,65
08/17/21
KES
353.2 R2-93
6478
08/28/21
MAO
<5.0
08/17/21
LFJ
EPA200.7
Eaa6Cawater ID: I9
ID#: 214
DATE COLLECTED. 08/04/21
DATE REPORTED : 08/30/21
REVIEWED BY.
c Uncertified data. Dwa does nit ofE— non-aqusous esrtificatio❑ Cur thin —'Iyt. c al procedure.

CITY OF NEW BERM (BIOSOLIDS)
ATTN: TONY I3AWKINS
P.O. BOX 1129
NEW BERN, NC 28563
TD#: 214 A
DAT9 COLLECTED: 09/06/21
DATE REPORTED : D9/15/21
REVIEWED BY;
Holding
Holding
bolding
Holding
Holding
AnAysis
Methael
PARAMETERS B asisa-FC#1
Bashi-F C#2
Basin-FC#3
Basisa-FC#4
Basin-FC#5
Hate Analyst
Code
`fatal Solids, % 26.53
34,2.1
36.03
29A)
31.25
09/10/21 3MS
2540C-15
Fecal Coliforni (NIPN), /gram Solids C1.8
<1.8
<1.8
<1.$
<1.8
09/08/21 JMS
9221E-14

CITY OF NEW BERN (BIOSOLIDS)
,ATTN _ TONY HAWICINS
P.O. BOX 1129
NEW Bx.RN, NC 28553
Tip# . 214 A
DATE COLLECTED: 09/08/21
DATE REPORTED : 09/13/21
REVIEWED BY. �L. 7
Holding
}folding
Analysis
Method
PARAl11ET1 RS Basin-FC#b
Basin-FC#7
Date Analyst
Code
Total Solids, % 40.93
36.71
09/10/21 JMS
254©C-15
Fecal Colif'oi-m (NIFN), (gram Solids < 118
< 1.8
W08121 JMS
922IE-14

CITY OF NEW BERM (DIOSOLIDS)
ATTN: TONY HAWKINS
P.O. BOX 1129
NEW BERN, NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
.Arsenic (dry wt. basis), mglkg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt, basis), mg/kg
Copper (dry tint, basis), mg/kg
Chromium, T.(dry wit. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mglkg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), €nglkg
Silver (dry wt. basis), uig/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), ing/kg
Total Cyanide (dry weight), mg/kg
TKN (dry w L), mg/kg
Ammonia Nitrogen (airy wt,),mgikg
Phosphorus, T. (dry wt.), rn®/kg
Nitrate -Nitrite (dry wit.), mg/kg
Plant Available Nitrogen, ing/kg
Molybdenum (dry wt. basis), mg/kg
i
Holding
Analysis
Method
Basin (RA)
Bate
Analyst
Code
8608
09/15/21
LFJ
EPA20O.7
3.5
09/16/21
AITM
3113B-04
35392
09/15/21
LFJ
EPA200.7
1.5
09/16/21
MTM
3.11313-04
399
09/15/21
LFJ
EPA200.7
33
09/15/21
LFJ
EPA200.7
16
09/16/21
MTM
31138-04
4742
09/15/21
LFJ
EPA200.7
0.40
09/15/21
MTM
EPA7471B
17
09/15/21
LFJ
EPA200.7
4427
09i15121
LFJ
EPA200.7
c5.0
09/15/2.1
MTM
3.1.13B-04
4
09/15/21
LFJ
EPA200.7
2293
09/15i21
LFJ
EPA200.7
742
09/15/21
LFJ
EPA200.7
45.5
09/2IM
1iMM
450OCNIE-16
c 57280
09/16/21
KE5
35L2 R2-93
c 2386
09/14/ii
KES
35M R2-93
c 36110
09/14/21
1 NID
365.4-74
c 17.92
09/2112I
TRJ
353.2 R2-93
23169
09/29/21
MAO
9
09/15/21
LFJ
EPA200.7
ID#: 214
:BATE COLLECTED: 09/06/21
DATE REPORTED : 09/30/21
REVIEWED BY-,
c Uncertified data. ➢WR dose not offer non -aqueous certification for this analytical procedure.

CITY OF NEW BERM (BIOSOLIDS)
.ATTN: TONY HAWKINS
P.O. BOX 1129
NEW BERN, NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mgfkg
Calcium (dry wt. basis), mgfkg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Cbromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wvt. basis), mg/kg
Memury (dry ivt, basis), rug/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mgfkg
Silver (dry wt. basis), nag/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mgfkg
Total Cyanide (dry weight), mg/kg
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry w+'t.),mg/kg
Phosphorus, T. (dry wi.), mgiltg
Nitrate+Nitrite (dry wt.), mgfkg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wet. basis), mgfkg
Holding
Analysis
Method
Basin (RA)
Date
Analyst
Code
4783
10/21/21
LFJ
EPA200,7
C2.5
10/27/21
MTM
3113B-04
232835
10/21/21
LF.I
EPA200.7
O,66
11/03/21
MVVT
3113B-04
205
10/21/21
LFJ
EFA200.7
19
10121/2.1
LFJ
EPA200,7
11
11/09/21
MTM
3113B-04
4532
10/21/21
LFJ
EPA200.7
0.30
10/27/21
1l TM
EPA7471B
8
10/21/21
LFJ
EPA200.7
2828
10/21121
LFJ
F,PA200.7
C 5.0
11/10/71
NITNI
3113BA4
< 2.5
10/21/21
LFJ
EPA200,7
C 1250
10/21/21
LFJ
EPA200,7
368
10/21/21
LFJ
EPA200.7
44.8
10/18/21
11MI M
4500CNE-16
c 20390
10/12/21
B-1M D
351.2 R2-93
c 79.80
10/11/21
KES
350.1 P.2-93
c 958.8
10ii2121
TRJ
365.4-74
c 71.81
10/12/21
KES
353.2 R2-93
8236
10/25/21
MAC
6
1Of21/21
LFJ
EPA200.7
Drinking Water ID: 37715
Waat¢�wa ter ID: 10
ID#s 214
DATE COLLECTED: 10/07/21
DINE REPORT-ED 11/11/21
REVIEWED BY:
c Uncertified data. DWR does not ofies non -aqueous Certi£is at run iDr this analytical procedure.

CITY OF NEW BERN (BTOSCLID8)
ATTN: TOIQY HAWKINS
P.O. BOX 1129
NEW BERN, NC 28563
1D4: 214 A
DATE COLLECTED: 11/03/21
DATE REPORTED : 11/09/21
REVIEWED BY:
1-lalding
Holding
Holding
Holding
Holding
Analysis
Method
PAAAI�IETE11:S Basin-FC#1
Masan-FC#2
Basin-FC0
Basin-FC#4
Basra-FC#s
Date Analyst
Code
Total Solids, % 30M
31.11
29.04
27.01
26,86
71/04/21 BLV
254OG-15
Fecal Cali€orm (NIPT), /gram Solids <1.8
<1.8
<1.8
<1.8
<1,8
11/03/21 JMS
4221E-14

CITY OF NEW BERN (BIOSOLIDS)
ATTN . TONY HAWKINS
P.O. BOX 1129
NEW BERM', NC 28563
ID4: 21.4 A,
DATE COLLECTED: 11/03/21
DATE REPORTED : 11/09/21
/ 1
REVIEWED BY:
HoWing
Holding
Analysis
Method
PARAMETERS Basin-FC#6
Basin-FC#7
Date Analyst
Code
Total Solids, % 29.00
Z9.47
11,04/21 BLV
2540G-15
Fecal Conform (1111PN), (gram Solids <1.8
<1.8
11/03/21 J1L1S
922] E-14

CITY OF NEW BERN (BIOSOLTDS)
ATTN: TONY HAWKINS
P.O. BOX 1129
NEW KERN, ITC 28563
PARAMETERS
Alumimim, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calei im (dry wt, basis), mg/kg
Cadmium (dry lvi, basis), mg/kg
Copper (dry wt. basis), nig/lig
Chrormlitm) T.(dry wt. basis),mg/lkg
Lead (dry weight basis), mg/leg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt, basis), mg/kg
Nickel (dry wt, basis), mg/kg
Potassium (dry art. basis), mgikg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/hg
Sodium (dry wt, basis), mg/kg
Zinc (dry NvL basis), mg/kg
Total Cyanide (dry weight), mg/lsg
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/hg
Phosphorus, T, (dry wt.), mg/Jig
Nitrate+ Nlitrite (dry wt.), mg/kg
Plant Available Nitrogen, yam/hg
Molybdenum (dry wt. basis), inglkg
Holding Analysis Method
Basin (RA) Bate Amalyst Code
3810
11/17/21
LFJ
EPA200.7
<2.5
11/17/21
114TM
3113B-04
256929
11/17/21
LFJ
EPA200.7
<0.5
11/16/21
R1TM
3113B-04
167
11/17/21
LFd
BPA200.7
16
11117/21
LFJ
EPA200.7
6.2
11/15121
N1TA9
3113B-04
4525
11/17/21
LFJ
EPA200.7
0.21
11123/21
TVIT 1
EPA7471B
B
11/17/21
LFJ
EPA200.7
2862
11/17/21
LFJ
>EPA200.7
<5.0
11/16/21
MTM
3113B-04
3
11/17/21
LFJ
lEPA200.7
<1250
11/17/21
LFJ
EPA200.7
363
11/17/21
LTJ
EPA200.1
94.36
11 /12/21
lMMI
4500 CNE-16
c 18200
11/10/21
BMD
351.2 R2-93
c 126.0
11/OS121
BMD
350.1 112-93
c 16950
11/OS/21
TRJ
365.4-74
c 108,0
11/08/21
TRJ
353.2 R2-93
7401
1212O/21
MACS
<5.0
11/17/21
LFJ
EPA200.7
ID# r 214
DATE COLLECTED. 11/03/21.
DATE REPOPTED : 12/20/21
REVIEWED BY:
c Uncertified data. DWR does not offer non-aqueoue certification for thi6 analytical procedure,

i ,y I ii
�)u
CITY OF NEW BERN (BIOSOLIDS)
ATTIC, TONY- HAWKINS
PO. BOX 11.29
NEW BERM, NC 28563
MRAME JCERS
Aluminum, (dry wt. basis), mgllcg
Arsenic (dry wt, basis), nig/lcg
Calcium (dry wt, basis), mg/kg
Cadmium (dry wt, basis), mg/lcg
Capper (dry art. basis), mg/kg
Chromium, T.(dry wt, basis),mgikg
Lead (dry weight basis), rng/lcg
Magnesium (dry wi. basis), mgllcg
Mercury (dry sit. basis), mg/kg
Nickel (dry wt. basis), mgllcg
Potas33nm (dry wt, basis), mg/kg
Selenium (dry wt, basis), mgllcg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mgllcg
Total Cyanide (dry weight), mg/kg
'L'KN (dry wt.), mglkg
Ammonia Nitrogen (dry wt.),mglkg
Plaosphoraas, 1'. (dry wt.), mg/kg
Nitrate+Nitrite (dry wt.), mgllcg
Plant Available Nitrogen, mg/kg
tYLolybdeaiurn (dry wt, basis), mgllcg
Folding Analysis Method
Basin (RA) Date Analyst Code
2866
12l2012]
LFJ
EPA2M7
<2.5
12/22/21
MTM
311313-04
304318
12/20/21
LFJ
EPA200.7
<0.5
12/22/21
M'1M
3113B-04
111
12/20121
LFJ
EPA200,7
12
12/20/21
LFJ
EPA200.7
4.1
12/21/21
MTM
3113B-04
4516
12/20/21
LFJ
EPA200.7
0.27
12/22/21
M`1 M
EPA7471B
5
12l20/21
LFJ
EPA200.7
3954
12/20/21
LFJ
EPA200.7
<5.0
12122121
NITM
3113B-04
<M
12/20/21.
LFJ
EPA200.7
1270
12/20/21
LFJ
EPA200.7
216
12/20/21
LFJ
EPA200.7
61.36
121I3121
H141M
450OCNE-16
c 30690
IV07/21
'FRJ
35L2 R2-93
c 135.2
12/08/21
MID
350.1 R2-93
c 11040
12107121
MID
365.4-74
c 27,84
12/07/21
ICi8
.353,2 R2-93
12317
01102/22
MAO
<5.0
12/20/21
LFJ
'EPA200.7
!D# : 214
DATE COLLECTED: 12/02/21
DATE REPORTED . 01./05/22
REVIEWED BY;
a Uncerti Fled data. Ui•11l does not oiler non -aqueous certizi catiun Eor this analytical pruoedure.

fir, r°iv�3_c,
-SGS
d g
T;: resu..f5 4ci i l t r i� <lu Pt;,tr ti- by --,
Technical Report for
Environment I., be
City of New Bern (Biosoilds); New Bern, NC
214A
SOTS Job Number: FA87897
Sampling Date: 08105/21
Report to:
Environment 1, Inc
PO Box 7085
Greenville, NC 27835
abrownC> environment11nc, cam
ATTN: Ann Brown
Total number of pages in report: I A
e- ardeopy 2� 0
AWo�m7l*� Report
'rest results contained within this dala package meet the requirements Norm Farmer
of the Nationat Environmental Laboratory Accreditation Program Technical Director
and/or state specific ear0fiication programs as applicable.
Client Service contact: Jean Dent -Smith 407-425-6700
Certifications: VL(E83510), LA(03451), KSfE-10327), NC(S'73), NJ(FL002), iNY(12022), SC(I)W38001)
Dul) ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(TA4704404), PA(68-03573), VA(460177),
AL, Ali, AR, CT. IA, ICY, MA, MI. MS, ND, NH, W, CK, OR, UT, VT, WA, WV
This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. 4405 Vineland Road Suite C-15 Orlandu, FL 32811 • Eel: 407-425-6700 fax: [phone]
SAUrfy..
-A CZE01
F"WPO-1

Table of Contents I
'~-
—'-----' 8 is
8ocdoul:8uo�D} Suonouury'----_.-----'—...'—'_—.~—_--.—.-.—
Section Suo�n�uryofTI�a'''--'-------'—'---'''-'--'—''''----'--'—'-'— ' 0��|
se.cHmgu �: 5finm,���o�mdt* ___-~..~'.--^~--_-------'^—~^—'^^--'--^'----
3.1�I��X7U97'1� B(]�DD���z\S��{D�` ------------------------'� "
7
,T��7097'l�� fK��DI�OB4���{B/�)-----------------------'
—�''______— 12
8uo�oo4:B��« �ornm''--''_---'''--'--'—''''----'-----'--''
' --' 13
2mrw

SGS North America Inc.
Sample Summary
Environment 1, inc
Job No: FA87897
City of New Bern (Biosoiids) ; New Bern, NC
Project No: 214A
ample Collected Matrix Client
dumber Date Time By Received Code Type Sampte tD
his re rr3rt Conti us resriI s reported as Nll PVat defected 111 Following applies:
Organics ND = Nol detected above the MDL
FA87897-1 08/05/21 10,15 LS 08/07/21 SO Soil HOLDING BASIN (RA)
FA87897-IL 08/05121 10:15 LS 08l07/21 SO Sail HOLDING BASIN (RA)
Soil samples reported on a dry weight basis € mess otherwise indicated on result page.
. MR
°4 3 Gi i<:
�n?87R'i

Summary of Hits
Job Number:
FA87897
Account:
Enviromnent 1, Inc
Project:
City of New Bern (lziosoilds); New Bern, NC
Collected:
08/05/21
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL 1.17nits Method
Page 1 of 1 is
FA87897-1 HOLDING BASIN {RA)
Corrosivlty as pH a 12.2 su SW848 CHAP?
Ignitablllty (Flashpolnt) > 200 Deg_ F SW846 1010A MOD
FAS7897-1L HOLDING BASIN (RA)
Lead 0.055 0.050 mg/l SW846 00101)
(a) 20mis added to log for p1I.
(h) Not 1gniiable,
vrw fi si ti7 � �.
iski�789i

ENO==
Se Z
Sample Results
Report of Analysis
f 1 J

SGS North America Inc.
Deport of Analysis
Client Sample M HOLDING BASIN (RA)
Lab Sample ID: FA87997-1 Bate Sampled: 08/05/21
Matrix: SO - Soil Bate Recei`°ed: 08/07/21
,Percent Solids: 45.0
Project: City of New Bern (Biosoilds); New Bero, NC
General Chemistry
Analyte
Result
Corrosivity as pH a
12.2
Cyanide Reactivity
¢ 3.3
Ignitability (Flashpoint)
> 200
Solids, Percent
45
Sulfide Reactivity
110
(a) 20mis added to 10g For pH.
(b) Not ignitable.
RL = Reporting Limit
Page 1 of I11, NO
r,
R1, Units
DF
AnaNzed By
Method
Su
1
08/14/21 14:17 JE
SW846 CHAP?
3.3 mg/kg
1
08/17/21 12:04 AC
SW846 CHAP?
Deg. F
1
08/11/21 10:18 KSA
SW849 10iUA MOD
%
1
08/12/21 10:36 HE
SN119 2540C
Il0 mg/kg
1
08/12/21 13:50 Jc
SW946 CHAP?

SGS North America Inc.
Report of Analysis
Client Sample ID: HOLDING BASIN (RA)
Lab Sample ID: FA87897-IL
Matrix: SO - Soil
Method: SW846 8260E SW346 1311
Project; City of New Berm (Biosailds); New Bern, NC
File lD DF Analyzed By
Run #1 C0150417,1) 10 08/17/21 03:46 SO
Run #2
Page 1 of 1
Date Sampled: 08/05/21
Bate Received: 08/07/21
Percent Solids: 45.0
Prep Date Prep Batch Analytical Batch
08112/2113:30 OP86798 VC6067
Run #1
Run #2
Purge Volume
5.0 ml
V0A TCLP List
TCLP Leachate
method SNY846 1311
CAS No.
Compound
Result
HW#
MCL RL
MDL
Units Q
71-43-2
Benzene
ND
D018
0.50 0.010
0.0031
mgll.
78-99-3
2-Butanone (MFX)
ND
D035
MO 0,050
O.U20
mgll
56-23-5
Carbon Tetrachloride
ND
D019
0.50 0.010
0,0036
tng(1
108-90-7
Cblorobenzene
ND
D021
100 0.010
0.0020
Mg/1
67-66-3
Chloroform
ND
D022
6.0 0.010
0.0030
nag/l
106-46-7
1,4-Dichlorobenzene
ND
D027
7.5 0-010
0.0026
mg/l
107-06-2
1,2-Dichloroethane
ND
D028
0.50 0.010
0.0031
mg/l
75-35-4
1,1-Dichloroethylene
ND
D029
0.70 O,010
0.00M
mg/i
127-18-4
Tetracbloroethyiene
ND
D039
0.70 0.010
0.0022
mg/l
79-01-6
Trichloroethylene
ND
D040
0.50 0.010
U.0035
Mg/1
75-01-4
Vinyl Chloride
ND
D043
0.20 0.010
0.0041
mg/l
CAS No.
Surrogate Recoveries
Run# I
Rung 2
Limits
1868-53-7
Dibromofluoromethane
99%
83-118%
17060-07-0
1, 2-Dichioroethane-D4
101 %
79 125%
2037-26-5
Toluene-DS
99%
85-112%
460-00-4
4-Bromofluorobenzene
100%
83-118%
ND = Not detected MLDL — Methad Detection Limit 3 Indicates an estimated value
MCI. = Maximum Contamination Level (40 CFR 261 7/1/11) B = Indicates analyte found W associated method blank
F = Indicates value exceeds ealibmtion range N = Indicates presmaptive evidence of a compound
7ot14
FAA7E3?

SGS North America Inc.
Report of Analysis
Client Sample ID: HOLDING BASIN (RA.)
Lab Sample ID: FA87897-IL
Matrix: SO - Soil
Method- SW846 827(ID SW846 3510C
Project: City of New Bern (Biosoilds); New Bern, NC
File 1D DF Analyzed By
Run #1 6FI0557.1] 1 08/16/21 16.30 3B
Rtm #2
Initial Volume Final volume
[In #1 100 mi 1, 0 ml
an #2
Page 1 of 1
`r
Date Sampled: 0810512l
Date Received: 08/07/21
Percent Solids: 45.0
Prep Date Prep Batch Analytical Batch
09/14/21 07:30 OF86828 S617394
ABN TCLP List
TCLP Leachate method SW846 1311
CAS No-
Compound
Result
I9W4
VICL RL
MDL
Units Q
95-48-7
2-Methylpbenol
ND
M23
200 0.050
0.0056
mg/l
3&4-Melhylphenol
ND
D024
200 0.050
0.0098
mg/1
87-86-5
Pentachlorophenol
ND
D037
100 0.25
0.050
mg/I
95-95-4
2,4,5-Trichloropbenol
ND
D041
400 0.050
0.0074
mg/l
88-06-2
2,4,6-Trichiorophenol
ND
D042
2.0 0.050
0.0075
mg/1
106-46-7
1,4-Dichlorobenzene
ND
D027
7.5 0.050
0.0050
mg/1
121-14-2
2,4-Diuitrotoluene
ND
D030
0.13 0.050
0,0081
mg/1
118-74-1
Hexacblorobenzene
ND
D032
0,13 0.050
0.0069
mg/I
87-68-3
llexachlorchutadiene
ND
D033
0.50 0.050.
0.0050
mg/I
67-72-1
Hexachloroethane
ND
D034
3.0 0.050
0,016
mg/I
98-95-3
Nitrobenzene
ND
D036
2.0 0.050
0.0093
mg/l
110-86-1
Pyridine
ND
D038
5.0 0.10
0.020
rug/l
CAS No-
Surrogate Recoveries
Run# 1
12un# 2
Limits
367-12-4
2-Fluorophenol
31%
14-67%
4165-62-2
Phenol-6
22%
10-50%
118-79-6
2,9,6-1'rihromophenal
72%
33-118%
4165-60-0
Nitrobenzene-0
68%
42-108%
321-60-8
2-Fluorobiphenyl
70%
40-106%
1718-51-0
Terphenyl-d14
7?%
39-121%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
MCL Maximum Contamination Level (40 CFR 261 7i1/11) B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound

SGS North America Inc..
Deport of Analysis
:liens Sample ID: HOLDING BASIN CRA)
,ab Sample ID: FA87897-1L Date Sampled: 08/05/21
Litrix: SO - Soil Date Received: 08/07/21
Method: SW846 8151A SW846 9510C Percent Solids: 45.0
roject: City of New Bern (Binsoilds); New Bern, NC
Page 1 of 1
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 CC076511.D 1 08/16/21 17:38 NI 08/14/21 11:00 OPS6830 GCC1903
Run #2
Initlal Volume Final Volume
un #1 10.0 utl 5.0 ml
on #2
Elerbicide TCLP List
TCLP Leachate method SW846 1311
CAS No.
Compound
Result
14W4
MCL RL
MDL Units Q
94-75-7
2,4-D
N))
D016
10 0.050
0.017 mg/l
93-72-1
2,4,5-TP (Silvex)
ND
D017
1.0 0.0050
0.0013 mg/1
CAS No.
Surrogate Recoveries
Rung 1
12un# 2
Limits
19719-28-9
ZA-DCAA
61% _
39-135%
ND — Not detected MDL. = Method Detection Limit J Indicates an estimated value
MCL = Maximum Contamination Level (40 CVR 261 7/1/11) B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
g'y3 a Lei 14

SGS North America Inc.
Report of Analysis
Client Sample Ill, HOLDING BASIN (RA)
Lab Sample 11): F'A37897-IL
Matrix: SO - Soil
Method: SW946 8081B SW84b 3510C
Project: City of New Bern (Blosoilds); New Bern, NC
File ID DF Analyzed By
Run #1 ST154697.D 1 08/16/21 17:01 WE
Run #2
Initial Volume Final Volume
un #1 100 ml 5.0 ml
un #2
Page 1, of I
Date Sampled: 08/0S/21
Date Received: 08/07/21
Percent Solids; 45,0
Prep Date Prep Batch Analytical Batch
08/14/2109:00 OP86829 GST3755
Pesticide TCLP List
TCLP Leachate method SW846 1311
CAS No.
Compound
Result
HW#
AIIC1L RL
MDL
Units Q
58-89-9
gamma-BIIC (Undane) a
ND
D013
0.40 0,00010
0,000022
mg/1
12789-03-6
Chlordane
ND '
D020
0.030 0.0010
0.00038
mg/1
72-20-8
Endrin a
ND
D012
0.020 0.00020
0.000021
mg/1
76-44-8
Heptachlor
ND
D031
0.0080 0.00010
0,000026
mg/l
1024-57-3
Heptachlor epoxide '
ND _
D031
0.0080 0.00010
0,000020
mg/l
72-43-5
Methoxychlor
ND .
➢014
10 0.00020
0.000050
mg/I
8001-35-2
Toxaphene
ND .
D015
0.50 0.0050
0.0021
mg/1
CAS No.
Surrogate Recoveries
Runt# I
Run# 2
Limits .
877-09-8
Tetrachloro-m-xylene
93%.
42-127%
2051-24-3
Decachlorobiphenyl
53%0.
27-127%
(a) Associated CCV outside of control limits high, sample was ND.
ND = Not detected MDL = Method Detection Limit 7 = Indicates an estimated value
MCL = Maximum Contamination level (40 CFR 261 7/1/11) B = Indicates anolyte found in associated method blank
F — Indicates value exceeds calibration range N - Indicates presumptive evidence of a compound
ra3 e'897

SGS North America Inc.
Report cif Analysis
'lient Sample ID: HOLDING BASIN (RA)
gab Sample ID: FAS7397-IL Date Sampled: 08/05/21
Matrix: SO - Sail Date Received: 03/07/21
Percent Solids: 45.0
'roject: City of New Bern $iosoiIds); New Bern, NC
Page I of 1
Metals Analysis, TCLP Leachate SW846 1311
Analyte Result 144V9
MCI,
RL
Units
DF
Prep
Analyzed By
Method .Prep Method
Arsenic < 0,10 D004
5.0
OAO
mg/1
I
08/18/21
98/16/21 LM
SW846 6010D 2 SW846 3010A 3
Barium < 2,0 D005
100
2.0
mg/I
1
08/16/21
08/16/21 Lip
SW846 6010D 2 SW946 3010A 3
Cadmium < 0.050 D006
1.0
0.050
mg/l
1
08/16/21
08/16/21 LM
SW846 60101) 2 SW846 3010A 3
Chromium < 0.10 D007
5.0
0.10
mg/1
1
08116/21
08/16/21 i,6d
SW846 9010D 2 SW846 3010A 3
Lead 0.055 D00S
5.0
0.050
mg/1
1
08/16/21
08/16/21 LM
SW846 60I0D 2 SW846 3010A 3
Mercury C 0,0050 D009
0.20
0.0050
mg/1
I
OW16121
08/16/21 is
SW846 7470A 1 SW645 7470A 4
Selenium c 0.10 D010
LO
OAO
nag/l
1
08/16/21
08/16/21 LM
SW846 6010D 2 SW846 3010A a
Silver c 0.10 Doll
5.0
0.10
mg/l
1
08/16/21
08/16/21 Lm
SW846 6010D 2 SW846 3010A 3
(1) Instriment QC Batch: MA17944
(2) Instrament QC Batch: MA17946
(3) Prep QC Batch. MPP39393
(4) Prep QC Batch: MP39395
RL = Reporting Limit
MCL = iVia,Ximnm Contamination Level {40 CFR 261 7/1/11)
Yz ; 11 of 14
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