WQ0030998_Application_20221028

APPLICATION FOR PERMIT MODIFICATION
PERMIT NO WQ0030998
TRIPLE S FARMS & CLEANING
BEULAVILLE, NORTH CAROLINA
PO Box 709
Beulaville, NC 28518
Prepared By:
Branch Residuals & Soils, LLC
1735 Heckle Blvd. Suite 103-291
Rock Hill, SC 29732
0=6

N.C. Department of Environmental Quality
Division of Water Resources
512 North Salisbury Street
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
REFERENCE: REQUEST FOR EMERGENCY LAND APPLICATION
ONWASA Facilities
Triple S Farms Permit WQ0030998
Beulaville, North Carolina
BR&S Job No. 2007-71
Mill, 111111110
liplIIIIIIIIIIIIII 111, 1111111 11111W, III Jill 1!1111!� 111 11111 111111 "1 11
J. . -i- -
Currently due to dry conditions for the wastewater plants on the Triple S Farms pen -nit, Triple S Farms has room to
accommodate this volume. Triple S Farms will be submitting a modification to add additional land in a later separate
modification. The minor permit modification fee has already been sent via S. The modification has been electronically
uploaded. Please give me a call if you have any questions or comments, [phone].
Sincerely,
Robert T. Branch
Cc: Mr. Mark Young - ONWASA
Mr. Eric Smith Triple S Farms, Inc.
Mr. Geoff Kegley-- NCDWQ Wilmington Regional Office

Wid'i.ch., k
in
Branch Residuals & Soils LLC
1735 Heckle Blvd, STE 103-291
Rock Hill, SC 29732
PAYTO THE I NCDEQ-Non-Discharge
ORDER OF
Two hundred forty-five and 00/100
First Citizens Bank &
Trust Company
I Memo Permit Mod Fee
L. . ...... __ . _ - ............. . .....
Check Details
Check issued: 10/27/2022
Check number: ECK4414
From: Branch Residuals & Soils LLC
Amount: $245.00
Payable to: NCDEQ-Non-Discharge
Delivered to: None
Memo: Permit Mod Fee
Activity
ACTTVn TYPE
Dixie Branch signed check ECK4414 from FC Reg Bus Ck
Dixie Branch panted (Beck ECK4414
Dixie Branch printed dheck ECK441.4
fh,s is a Delu7 a he& The PAY WNE nZ
1'e a 10, ECK4414
ORDER OF� 'dmg"ate't le P
quesbanii p"X)l Delum Paylrw R,m,
custa� e0su On tw 69rA Ref
"14) ilk 01
Date 10/27/2022
000 Void after 90 days
'. .............. $ 2 4 5.0 0
000,'
- — , - --------- - - Dollars
q),,A -5A
. . . . ................................................................
IF 1_ E""rt�
Notes
T IM 1,,,
DATE
08 04 AM EDT
1012712022
08 04 AM EDT
1,012712022
08:04 AM EN
/27/2022
zm�

TABLE OF CONTENTS
Section No. Title
RESIDUALS LAND APPLICATION PROGRAM — RLAP 06-16
Copy of Existing Permit
II Residuals Source Facility Summary
III RSCA — Summerhouse WRF 06-16
IV RSCA — Swansboro WWTP 06-16
V RSCA — Northwest Regional WRF 06-16
Sections III — V contain the following sections
Facility vicinity map
Process flow diagram and narrative
Justification for residuals production rate
Residuals sampling plan
Analytical Data (TCLP, Fecal and Nutrient and Metal)

RESIDUALS LAND APPLICATION PROGRAM - RLAP 06-16

State of North Carolina
Department of Environmental Quality
.DWRDivision of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — RESIDUALS LAND APPLICATION PROGRAM
INSTRUCTIONS FOR FORM: RLAP 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. 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 application is for treatment, storage, transport, and/or land application of Class B residuals (may include residuals that
are generated from a water treatment plant or other type facilities) on the proposed or currently approved land application site(s) 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. Residuals Land Application Program (FORM: RLAP 06-16) Application: (All Application Packages):
® Submit the completed and appropriately executed Residuals Land Application Program (FORM: RLAP 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 Applicant's Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0I06(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 (NCDEQ).
Facility Classification New Permit Major Modification
Major (land are permitted for > 300 acres) $1,310 $395
Minor (land are permitted for < 300 acres) $810 $245
- A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional land application areas not previously approved for that particular program [including transferring of field(s) from
one program to another]; adds additional residuals sources; or includes the addition of new treatment or storage units processes not
previously permitted. There is no fee for minor modifications to a permit.
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.
D. Environmental Assessments (Maybe Required— See 15A NCAC 1C .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: 06-16 Pagel of 3

E. Operation and Maintenance Plan (New and Renewal Application Packages)
Z For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
Z Submit the O&M Plan in accordance with 15A NCAC 02T.1110 and include at a minimum:
F.5 11poperational runctions; aescnije tie opFrUrf= me program to -Molt unaf operaLions are necessar, or ine proLpTll"
fiinction and by whom the functions are to be conducted.
Maintenance schedules; may include equipment 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.
Z 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.
70" 1etzilettescriy6trx,if ixs)rea4x 7r#ce,fure.9--ixcIL4ixg rec*rf keeyix zmf ;cti#3Ls t* �,e takeTOpy t�e i7ts7,ect,tril tie evext
9
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.
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.
THE FOLLOWING ADDITIONAL ITEMS (G to M) ARE REQUIRED FOR DEDICATED PROGRAM ONLY.
F. Program Determination
El Dedicated residuals land application programs are ones in which land application sites meet the criteria in 15A NCAC 02T
.1102(12). Specifically, a residuals land application program is designated as dedicated if any of the following are applicable:
El Any land application site certified for the residuals land application program that receives residuals at rates or frequencies
greater than agronomic rates.
E] Any land application site certified for the residuals land application program that is used primarily for residuals disposal,
and agricultural crop production is of secondary importance.
El Any land application site certified for the residuals land application program that receives residuals through fixed irrigation
facilities or irrigation facilities fed through a fixed supply system.
El Please contact the Non -Discharge Permitting Unit if you need any assistance in determining whether your residuals program
falls under the dedicated program definitions.
G. Program Information
El Provide an explanation of why a dedicated system is required instead of a conventional non -dedicated system.
E] Provide an explanation of the dedicated system and its operation.
H. Detailed Site as (All New or Modification Application Packages)
❑ Submit three (3) sets of standard size plans and two (2) sets of 11" by 17" plans (electronic format is acceptable - Adobe PDF
only). For Modifications, submit plans specific to the modification(s) only.
E] Plans must include the following minimum items:
E] A general location map, a vicinity map and a topographic map with contours not exceeding 10 feet or 25% of the total site
relief and showing all facility related structures and fences within the land application area.
El The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of the land application site(s).
El Delineation of the review and compliance boundaries
El Setbacks as required by 15A NCAC 02T .1108
E] Site property boundaries within 500 feet of all waste treatment, storage, and disposal site(s).
E] A map showing the entire irrigation area with an overlay of the suitable irrigation area depicted by the soil scientist's
evaluation. The irrigation plans shall show each nozzle/emitter and wetted area (when applicable). Clearly label spray
irrigation zones as they will be operated.
E] Plans must depict a completed design and 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. However, the plans may be labeled with
the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 2 of 3

I. Project Evaluation and Receiver Site Management Plan (All New Application Packages or Modifications that include new sites)
❑ Submit a project evaluation and a receiver site management plan (if applicable) with recommendations concerning cover crops
and their ability to accept the proposed application rates.
IN
In
im
Hydrogeologic Report (All New Application Packages or Modifications involving increasing the total design capacity)
❑ Submit a detailed hydrogeologic evaluation in accordance with 15A NCAC 02T .1 104(d)(4) and current Division Policy
available at: http:/,�www.ncwater.org/Rules Policies and Regulations/. The document shall be signed, sealed and dated by a
qualified professional.
Engineering Design Documents (All New or Modification Application Packages with fixed irrigation facilities or irrigation
facilities fed through fixed supply system)
❑ Submit engineering design documents that have been signed, sealed, and dated by a NC licensed Professional Engineer and/or
Professional Land Surveyor in accordance with 15A NCAC 02T I 104(d)(2). For Modifications, submit an updated site map
specific to the modification(s) only.
❑ The design documents must include the following minimum items:
❑ Engineering plans for the facility and equipment except those previously permitted unless they are directly tied into the new
units or are critical to the understanding of the complete process;
❑ Specifications describing materials to be used, method of construction, and means for ensuring quality and integrity of the
finished product including leaking testing; and
❑ Engineering calculations including hydraulic and pollutant loading, sizing criteria, hydraulic profile, total dynamic head
curve analysis for each pump, and irrigation design.
❑ Soil mapping units shown on all disposal sites.
Water Balance (All New Application Packages or Modifications that include new sites utilizing fixed irrigation facilities or
irrigation facilities fed through fixed supply systems)
❑ Submit a completed and accurate water balance in accordance with 15A NCAC 02T .1 104(d)(5) and current Division Policy
available at: http://www.ncwater.org/Rules Policies and Regulations .
Property Ownership Documentation (All New or Modification Application Packages involving new and/or relocated treatment
or irrigation components)
❑ Property ownership documentation shall consist of one of the following:
❑ Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement running with the land specifically indicating the intended use of the property and meeting the requirements of
15A NCAC 02L .0107(fl,or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
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: RLAP 06-16 Page 3 of 3

I +l W WRIV419N 0 10111 10111fiffoxi
1. Applicant's name: Triple S Farms & Cleaning. Inc.
Applicant type: El Individual Z Corporation El General Partnership El Privately -Owned Public Utility
El Federal [—] State El Municipal E]County
Signature authority's name per 15A NCAC 02T .0 106: Eric Smith Title: Owner
Applicant's mailing address: Post Office Box 709
City: Beulaville State: NC Zip: 28518-
Telephone number: (21D)_228-3991 Email Address: trit)[e-mail]
2. Consultant's name: Robert T. Branch License Number (for P.E.):
Affiliation: E] On Staff 0 Retained (Firm: Branch Residuals & Soils _LLC)
Consultant's mailing address: 1735 Heckle Blvd. Suite 103-291
City: Rock Hill State: SC Zip: 29732-
Telephone number: (3)6) 510-0340 Email Address: bbranch(c)branchrs.com
3. Agronomist's name: Robert T. Branch License Number:
Affiliation: E] N/A 0 On Staff 0 Retained (Finn: Branch Residuals & Soils, LLC
Agronomist's mailing address: Same As Above
City: — State: Zip: ---
Telephone number: Email Address:
4. Soil Scientist's name: Robert T. Branch License Number: 1180
Affiliation: E] N/A 0 On Staff M Retained (Firm: Branch Residuals & Soils LLC.)
Soil Scientist's mailing address: Same As Above
City: — State: Zip: ---
Telephone number: (___) _-_ Email Address:
5. Fee submitted: $245.00 (See Instruction B)
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0030998
Date of most -recently issued permit: May 3 2021
Date of most -recently certified Attachment A (if different than the permit): April 18_2022
Date of most -recently certified Attachment B (if different than the permit): April 18, 2022
FORM: RLAP 06-16 Page 1 of 5

City: Beulaville State: NC Zip: 28518-
Coordinates: Latitude: 34" 55'00" N Longitude: 77"44'03" W
Datum: NAD 1983 UT M Level of accuracy: V
Method of measurement: Map
3. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application program, their
certification numbers, and their affiliations in the following table:
Designation Name Affiliation Certification Number
Affiliation
ORC Eric Smith Land Applier / Triple S 23352
Farms Residuals
Back -Up ORC Bob Branch Brancc h Residuals & Soils 15676
Additional Back -Up ORCs
.......... . . . . . if licable
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application program, provide the
candidates' names, affiliations, and an estimated time schedule for each candidate's completion of the required training school
and certification test:
MM MMEMMM
a.2-1ant Available Nj#ygen Sumnsarp: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source -generating facilities as currently certified and proposed for certification with this application and list the results in the
following table:
b.Maximurn amount of residuals to be certified: 1, 144 dry tons per year.
PAN
Pounds of PAN per Dry on
Pounds of PAN per Year
(Weighted Average)
Surface Incorporation
Surface Incorporation
or Injection
or Injection
First -Year
28.55 33.28
28,637.4733,381 ,66
Five -Year Maximum Adjusted
t 40.98 43.65
41,105.42 43,784,92
c. LandApplication Site Use Summary: Summarize information regarding the land application sites as currently certified and
proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
7.5
Row Crops
12.8
Hay
127.1
Pasture
0
Total:
147.4
Methods
Surface
7.5
Incorporation or Injection
139.9
Row Crop and bennudagrass can be injected
Total:
147.4
FORM: RLAP 06-16 Page 2 of 5

d. Residuals Land Application Summary: Determine the minimum acreage required to land apply the residuals as currently
certified and proposed for certification assuming the scenarios listed in the following table:
Assumed
Application Rate
(lbs PANlac-yiq
I
I
Acres Required Using
Five -Year Maximum Adjusted PAN
---- ---------------- - -- --- - - -- --- --
----------------------------------- C - oncen - t - r - a - t - i - o-----------------------------------
Injection
Incorporation or
Injection
ME,
6. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application of the propos
residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage, not enough land, vector reducti
practices not in place, I
If Dedicated, specify the following (check all that apply):
El Residuals program contains any land application site(s) that receives residuals at rates or frequencies greater than agronomic
rates, explain; _
El Residuals program contains any land application site(s) that is used primarily for residuals disposal, and agricultural crop
production is of secondary importance, explain;
E] Residuals program contains any land application site(s) that receives residuals through fixed irrigation facilities or irrigation
facilities fed through a fixed supply system, explain;
�3 ii MINIMUM FIRM 1111111 1 qi� III I
FORM: RLAP 06-16 Page 3 of 5

1. The irrigation system is: E] Spray Ej Drip
2. Disposal system is: El existing El proposed.
3. Minimum depth to mean seasonal high water table (SHWT) within irrigation sites(s) per Soil Scientist's Evaluation: _ f]
below ground surface. Rules 15A NCAC 02j_.0505f -foot vertical separation between SHWT and grou
J21 requires at least one
surface.
4. Are there any artificial drainage or water movement structures within 200 feet of any irrigation area?
0 Yes or [:j No If Yes, please explain if the soil scientist report addresses artificial structures and please indicate if
structures are to be maintained or modified:
5. Loading rates recommended by the Soil Scientist Evaluation:
Recommended Recommended
Soil Series Fields within Soil Area Loading Rate Loading Rate
m/hr) r
6. Design loading rates are equal or less than the loading rates recommended by Soil Scientist?
El Yes or Flo If No, explain why 15ANCAC 021,0505fnj is not met:_
7. Non -dedicated System Design (fill in the appropriate information for either a spray or drip irrigation system):
Field / Zone Design Area Number of Maximum Application Design Annual Loading
(ftl) Nozzles
Spray Irrigation Design Element Plan Sheet Specification
Number _ZMLNumber
Wetted diameter of nozzles ft
Wetted area of nozzles ft'-
Nozzle capacity gpm
Nozzle manufacturer / model
Elevation of highest nozzle ft
FORM: RLAP 06-16 Page 4 of 5

Applicant's Certification (signing authoriq must be in compliance i�ith 15ANCAC 02T.0106):
The applicant or any affiliate has riot 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.
0 Yes [:] No, Explain;
1, Eric Smith .................................... . . ......... .................................. - .................................... . . ............................. .. ................................................. ............................ . . .. ........................................ -- ............................. . ...................................... -.- ............................. .. . .... ............................... . ................. 0 r
. ................................................... .................................. . ..... . ........... ..... . . ......................... . .............. .. ............................
(S�gnature Authority's Name PLEASE PRINT') (Title)
attestthat this applicafion for T- Ile S Farms & C.le n'no. Inc. .. . ........................ ............................................ .......................................... . ............................. --- ................................. . . . ........................................................................ . -- ...................................... ...................................
KJ1 ........................................ . ........................................ .. . -.9 i
(Facility Name)
has been reviewed by me and is accurate and complete to the best of"my knowledge. I tanderstand that the Division ofWater Resources
gay not a tecnical revieoftis pr' raiaproval deot cnstin.ae a vawriane o ay, osplymrantedt cnonducerit,hrer, aw dishcrogoneandaptoesnaerore cesnnrles or statutes unlessecifical
pmy anmmement action,
which may include civil penalties, injunctive relief" and or crirninal prosecution, I %vill make no claini against the Division ofWater
R.esotn roes should a condition of this permit be violated. I also understand that if" fll reqt.nred parts of this application are not completed
and that if" all required supporting inforrnation and attachruents Hare not included, this application package will be rettirried to rune as
incomplete,
Note:In accordance with North Carolina General Statutes § 143 215.6A and § 143 215.6B, any person who knowngly makes any false
statement, representation, or certificatiori in any application shall be guilty of a C.",lass 2 misdemeanor, wxliich rmay include a fine not to
exceed $10,000 as well as evil penalties up to S25,000 per violation,
Signan.ure:� - ----- ...... Date: I go
FORM:� RLAP 06- 16 Page 5 of 5

Total PAN For All Sources
NDRLAP Section 1H 7a. Page 4 of 6
NDRLAP Section III 7c. Page 5 of 6
Assumed Acres Required Using Acres Required Using
Application Rate First -Year PAN Concentratio ve-Year Maximum Adjust P
(lbs PAN/ac yr) Concentrations
Surface or Injection Surface or Injection
50 572.75 667.63 822.11 875.70
100 286.37 333.82 411.05 437.85
150 190.92 222.54 274.04 291.90
200 143.19 166.91 205.53 218.92
Most Restricting PAN 41,105.42
PAN
PAN
Pounds of PAN per Dry Ton
(Weighted Avera e)
Pounds of PAN per Year
Surface
or Injection
Surface
or Inection
Acreaze Calculation Based On RYE
RYE Pounds PAN Per Field
Field Acres First Crop Second Crop First Crop Second Crop
1 36 299 50 10764 1800
2 12.6 276 50 3477.6 630
3A 14 276 50 3864 700
345 19.6 184 3606.4 0
6 17.3 299 50 5172.7 865
7 11.5 184 2116 0
8 7.5 60 450 0
9 16.1 299 50 4813.9 805
10 12.8 299 50 3827.2 640
0 0
Totals 38091.8 5440 43531.8
147.4
RYE Calculations indicate that sufficient land based on RYE.
Please Note:
Some sources are listed on more than one permit.
Some sources have never been land applied to these sites.
Some sources are listed on this permit as a backup.
No applications have been made this year from the Murphy -Brown Truckwashes
Totals 38091.8 5440 43531.8
147.4
RYE Calculations indicate that sufficient land based on RYE.
Please Note:
Some sources are listed on more than one permit.
Some sources have never been land applied to these sites.
Some sources are listed on this permit as a backup.
No applications have been made this year from the Murphy -Brown Truckwashes

Copy of Existing Permit

ROY COOPER
Glivernor
DIONNE DELLI-GArn
Secretary
S. 113ANIEL SMITH
DiFTC101,
ERIC R. SMITH - PRESIDENT
TRIPLE S FARMS AND CLEANING, INC.
POST OFFICE Box 709
BFuL.&,vii.t.
NORTH CAROLINA
Environmental Quality
dff�
Subject: Permit No. WQ0030998
Triple S Farms and Cleaning RLAP
Land Application of
Class B Residuals
Duplin County
In accordance with your permit renewal with major modification request received February 11,
202 1, we are forwarding herewith Permit No. WQ0030998 dated May 3, 202 1, to Triple S Farms aw-0
Cleaning, Inc. for the continued operation of the sul:ject residuals management program.
• a
The total permitted dry tonnage for the program has been increased to 939 dry tons per
(DT/yr) based on changes to the following facilities:
year
Increase of dry tonnage from the Warsaw WWTP (Permit No. NC0021903) in Duplin
County from 38 to 75 ITT/yr.
Increase of dry tonnage from the Town of Clayton's Little Creek WRF (Permit No.
NC0025453) in Johnston County from 80 to 300 DT/yr.
Reduction of dry tonnage from the Beulaville WWTP (Pelit No. NC0026018) in Duplin
0
County from 38 to 30 DT/yr.
> Reduction of dry tonnage from the Kenansville WWTP (Permit No. NC0036668) in Duplin
County from 38 to 10 DT/yr.
Reduction of dry tonnage from the Murphy -Brown LLC's Rainbow Trailer Wash Facility
(Permit No. WQOO 1392 1) in Duplin County from 40 to 25 DT/yr
Increase of dry tonnage from the Murphy -Brown LLC's Register Trailer Wash Facility
(Pen -nit No. WQ0014247) in Duplin County from 50 to 63 DT/yr.
Increase of dry tonnage from the Murphy -Brown LLC's Warsaw Sanitation Trailer Wash
Facility (Permit No. WQ00233 10) in Duplin County from 50 to 63 DT/yr.
North Carolina Dcpat-tmerttof'Environmental Qtiality I Division ofWater PCSOUrces
912 North Salisbury Street 107 Mall Service Center I Raleigh, North Carolinas 27b99 1617
5'r
. .. . . .....
419107.9000

Mr. Eric R. Smith
May 3, 2021
Page 2 or 3
This pennit shall be effective from the date of issuance through June 30, 2027, shall void Pen -nit
No. WQ0030998 issued March 9, 2016, and shall be subject to the conditions and limitations as specified
therein. The Permittee shall submit a renewal application no later than January 1, 2027.
Please pay particular attention to the monitoring requirements listed in Attachment A for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
Please note that on September 1, 2018, North Carolina Administrative Code Title 15A Subchapter
02T — Waste not Discharged to Surface Waters was readopted. Accordingly, this permit incorporates the
requirements of these rules, therefore, please take the time to review this permit thoroughly.
The Division has removed the following permit conditions since the last permit issuance dated
March 9, 2016:
Old Condition 1.2. — This condition has been removed.
Old Condition 1.3. — This condition has been removed.
Old Condition 11.8. — This condition has been removed because there are not treatment or
storage units permitted in this permit.
�e Old Condition 111.10. — This condition has been removed because it is covered by the new
111. 1 O.h.
Old Condition TIT. I Lh. — Soil pH requirements for land application have been removed.
Old Condition 111. 13. — This condition has been removed.
� Condition VI.2. —This condition has been removed because this permit is not voidable.
The following permit conditions are new since the last permit issuance dated March 9, 2016:
Condition 111. 10.1. — Residual land application may not occur if the land application sites are
located within a WS- I watershed pursuant to 15A NCAC 02B .0212 or within the Critical Area
of a WS-11, WS-III, or WS-IV watershed.
➢ Condition III. I I.e. — Dedicated land sites are to have public access restricted continuously
while the land is under pen -nit and for one year afterward. Note, there are no dedicated land
sites in the current pennit.
> Condition VIX — This permit shall not be renewed if the Permittee or any affiliation has not
paid the required annual fee

Mr. Eric R. Smith
May 3, 2021
Page 3 of 3
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an a4judicatory hearing upon written request within 30 days following receipt of
this pen -nit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Erick Saunders at (919)
707-3659 or erickson.saunders Cancdenr.gov.
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
cc!: Duplin County Health Department (Electronic Copy)
Jones County Health Department (Electronic Copy)
Onslow County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Bob Branch, LSS — Branch Residuals & Soils, LLC (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Pen -nit Archive (Electronic Copy)

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
LAND APPLICATION OF CLASS B RESIDUALS PERMIT
amended, and other applicable Laws, Rules, and Regulations
Triple S Farms and Cleaning, Inc.
Duplin County
continued operation of a residuals management program for Triple S Fanns arid Cleaning, Inc. and
consisting of the land application of Class B residuals generated by the approved facilities listed in
Attachment A to the approved fields listed in Attachment B, with no discharge of wastes to surface waters,
pursuant to the application received February 11, 2021, and in conformity with other supporting data
D6n.,2jULWjL2LLUjjUj* jWjjWQj i ire, i im f h'
ii-ge-wo.,416 Imaiii.9 'i ii I- ' - .1 Iilili wi,
1111111IN11410161 oIe
W111111111MMINA, 11. 114 a I W I I W_ NO-Mm i0l 01,0
jr.111111K•El; wwl mulit'domm-, - •.1 1 Mff*MA 11041 3"we WNW
This pen -nit shall be effective froin the date of issuance through June 30, 2027, shall void Permit No.
W10030998 issued March 9, 2016, and shall be sub . ject to the following conditions and limitations:
91110KNUN��
1. The Permittee shall request renewal of this permit on Division -approved forms no later than January 1,
2027. [15ANCACO2T.0105(b),02T.0109]
11. PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject residuals management program so there is no
discharge to surface waters, nor any contravention of groundwater or surface water standards. In the
event the residuals management program fails to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, the Pennittee shall immediately cease
1*_ndApplying residuals, take immediate corrective actions, and contact the Wilmington Regional Office
supervisor. [15ANCACO2T.0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater orsurface
water resulting from the operation of this residuals management program. [15A NCAC 02T
.0108(b)(1)(A)]
3. Only residuals generated by the facilities listed in Attachment A are approved for land application in
accordance with this permit. [15ANCACO2T.tl0l]
WQ0030998 Version 3.0 Slic1l Version 200201 Page 1 of 12

4. Only the fields listed in Attachment B are approved for residuals land application. [G.S. 143-
215. 1 (a)(9)]
5. Pollutant concentrations in residuals land applied to the sites listed in Attachment B shall not exceed
the following Ceiling Concentrations or Cumulative Pollutant Loading Rates (CPLRs), on a dry
weight basis:
Parameter
Arsenic
Ceiling
Concentration
Cumulative Pollutant Loading Rates
(mg/kg)
75
(k-gll7a)
41
(Ibslac)
36
Cadmium
Copper
85
4,300
39
1,500
34
1,338
Lead
840
300
267
Mercury
57
17
15
Molybdenum
75
N/A
N/A
Nickel
420
420
374
Selenium
100
100
89
Zinc
7,500
2,800
2,498
The Pennittee shall determine compliance with the CPLRs using one of tile following methods:
a. By calculating the existing cumulative level of •• using actual analytical data from all
historical land {• events of residuals, •
b. For land where residuals application has not occurred or for which the required data is incomplete,
by determining background concentrations through representative soil sampling.
,f,. Class B biological residuals shall meet the pathogen reduction requirements in 15A NCAC 02T . 1106
(b). Exemptions to this requirement shall be specified in Attachment A. [15ANCACO2T.1106(b),
106(d)]
7. Class B biological residuals shall meet one of the vector attraction reduction alternatives in 15A NCAC
02T.1 107(a). Exemptions to this requirement shall •,. specified in Attachment A. [15A NCAC 02T
.1 107(a), 02T. I 107(c)]
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8. The facilities and sites herein were permitted per the following setbacks:
a. Setbacks for Class B land application sites are as follows (all distances in feet):
Surface Irrigation Injection
Application Surface Incorporati
by Vehicle Application I
i. Each habitable residence or place of assembly
400
400
200
under separate ownership:
ii. Each habitable residence or places of assembly
owned by the Permittee, the owner of the land,
0
200
0
or the lessee or operator of the land:
iii. Each property line:
50
150
50
iv. Public right of way:
50
50
50
v. Each private or public water supply source:
too
100
100
vi. Surface waters such as intermittent and
perennial streams, perennial waterbodies, and
32.8
32.8
32.8
wetlands:
vil. Surface water diversions such as ephemeral
25
25
25
streams, waterways, and ditches:
viii.Groundwater lowering ditches where the
25
100
25
bottom of the ditch intersects the SHWT:
ix. Subsurface groundwater lowering systems:
0
100
0
x. Each well with exception of monitoring wells:
too
100
100
xi. Bedrock outcrops:
25
25
25
xil. Top of slope of embankments or cuts of two
15
15
15
feet or more in vertical height:
xiii.Each building foundation or basement:
0
15
0
xiv. Each water line:
0
10
0
xv. Nitrification field:
0
20
0
Setbacks to property lines are not applicable when the Pennittee, or the
entity from which the
Pen-nittee is leasing, owns both parcels separated by
the property line.
15A NCAC 02T.1108(c)]
9. Class B land application areas shall be clearly marked on each site prior to and during any residuals
application event. [15A NCAC 02T.01 10(g)]
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0 4
I U.J. 0 W 0 0 1 It 0
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 ht!p://nutrients.soil.ncsu.edu/yields/index.php). A copy
shall be kept on file and reprinted every five years in accordance with Condition IV.6.
c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service, or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter I
(httD:"/Www.ncavr.i!ov/SWC/tech/documents./9th Guidance Doc 100109.pd .
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservati(a
Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Managemeo"
Standards (ftp://ft-fc.sc.e!zov.Lisda.gov/NHQ/-practice-st-,tndtrds/staiidards/590.1)df).
If the RYE and appropriate nutrient application rates cannot be determined, the Pennitatee sh
contact the Division to determine necessary action. I
11. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25%. [15A NCAC 02T.0108(b)(1)(A)]
12. If residuals land application sites are to be over -seeded or double -cropped (e.g., bermuda grass in the
surnmer and rye grass in the winter with both. crops to receive residuals), then the second crop can
receive an application of PAN at a rate not to exceed 50 pounds per acre per year (lbs/ac/yr). This
practice may be allowed as long as the second crop is to be harvested or grazed. If the second crop is
to be planted for erosion control only and is to be tilled into the soil, then no additional PAN shall bt
applied. [15ANCACO2T.0108(b)(1)(A)]
13. Prior to land application of residuals containing a sodium adsorption ratio (SAR) of 10 or higher, the
Pennittee shall obtain and implement recommendations from at least one of the following: the local
Cooperative Extension Office; the Department of Agriculture and Consumer Services; the Natural
Resource Conservation Service; a North Carolina Licensed Soil Scientist; or an agronomist. The
recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a
mechanism for maintaining site integrity and conditions conducive to crop growth. The Pen-nittee shall
maintain written records of these recommendations and details of their implementation. [15A NCAC
02T .0 108(b)(1)(A)]
14. Residuals land application fields permitted on or after December 30, 1983 have a compliance boundary
that is either 250 feet from the residual land application area, or 50 feet within the property boundary,
whichever is closest to the residual land application area. 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 penn itted for use as a disposal system shall be treated as a single property with
regard to determination of a compliance boundary. [15ANCACO2L.0106(d)(2),02L.0107(b).,02T
.0105(h),G.S.143-215.1(i),G.S.143-215.l(k)I
WQ0030998 Version 3.0 Shell Version 200201 Page 4 of 12

15. The review boundary is midway between the compliance boundary and the residual land application
area. Any exceedance of groundwater standards at or beyond the review boundary shall require
preventative action. [15A NCAC 02L.0106(1)(1), 02L.01081
1. The Pen-nittee shall operate and maintain the residuals management program as a non -discharge system.
[15A NCAC 02T.1 100]
2. The Permittee shall notify the Wilmington Regional Office, telephone number [phone], and the
appropriate local government official (i.e., county manager, city manager, or health director) at least
two business days in advance of a site's initial residuals land application event. [15A NCAC 02T
.0108(b)(1)(A)]
3. The Permittee shall notify the Wilmington Regional Office, telephone number [phone], at least
one business day in advance of conducting any land application activity. Notification shall include the
anticipated application date, time, and field name as listed in Attachment B. Exceptions to this
requirement shall be approved by the Wilmington Regional Office. [15ANCACO2T.0108(b)(1)(A)]
4. The Permittee shall maintain aDivision-approved Operation and Maintenance Plan that shall include:
a. Description of the program, and associated facilities and equipment, in sufficient detail to show
what operations are necessary for the program to function and by whom the functions are to be
conducted;
b. Description of anticipated maintenance of facilities and equipment associated with the prograi
c. Include provisions for safety measures, including restriction of access to sites and equi]•i
i. Response to upsets and bypasses including control. containment, and remediation; and
ii. Contact information for plant personnel, emergency responders, and regulatory agencies;
i. Names or titles of personnel responsible for conducting inspections;
11 . Frequency and location of inspections, and procedures to assure that the selected locations
inspection frequency are representative of the residuals management program; and
iii. Description of record keeping and actions to be taken by the inspector in the event th
noncompliance is observed; I
mmmmmmm=
i. Names or titles of personnel responsible for conducting sampling and monitoring;
ii. Description of monitoring procedures including parameters to be monitored; and
iii. Sampling frequency and procedures to assure that representative samples arc collectc
Fluctuation in temperature, flow, and other operating conditions can affect the quality of t
residuals gathered during a particular sampling event. The sampling plan shall account for a
foreseen fluctuations in residuals quality and indicate the most limiting times for residuals
meet pathogen and vector attraction reduction requirements. I
FE MormalAw I
5. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the residuals management program, the Permittee shall designate and employ a
certified operator in responsible charge (ORC), and one or more certified operators as back-up ORCs.
The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G 0204 and shall
comply with all other requirement in 15A NCAC I. 0204. [15A NCAC 02T.0 117, 08G .0204]
WQ0030998 Version 3.0 Shcll Version 200201 Page 5 of 12

6. The Permittee shall ensure that a copy of • the R ivi sion•• • • Operation and
availableMaintenance Plan is .i• applying residuals.•
7. The Perniittee shall ensure that spill• s provisions ar- available when transportingor r applying
residuals.
8. Class B residuals shall not be stored or staged at any land application site without prior written approval
from Division.• • • `• for storagebe • `• or staged in a manner to
prevent runoffof • other wastewaters generated.
Adequate9. be • prevent wind erosion anr runoff fromc application
listedAttachment1: r .,
I : • • r •• • • „ • 1 Ifff •
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;
. If the application causes nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface
water or groundwater standards;
. If the land is flooded, frozen, or snow-covered, or is otherwise in a condition such that runoff of
the residuals would occur;
e. Within the 100-year flood elevation, unless the residuals are injected or incorporated within a 24-
hour period following a residuals land application event;
f. During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater
in a 24-hour period;
g. If the slope of the land is greater than 10% when liquid residuals are surface applied, or if the slope
of the land is greater than 18% when liquid residuals are injected or incorporated;
h. If the land does not have an established vegetative cover crop unless the land is a Division -approved
no -till site, or the residuals are injected, or incorporated within a 24-hour period following the
application of residuals;
i. If the vertical separation of the seasonal high water table and the depth of residuals application is
less than one foot;
j. If the vertical separation of the depth to bedrock and the depth of residuals application is less than
one foot;
k. If the application exceeds agronomic rates; or
1. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02 .0212
or within the Critical Area of a S-II pursuant to Sub -Item O(g) of Rule 15A NCAC 02B .0212,
or within the Critical Area of a S-I11 or WS-IV watershed pursuant to Sub -Item (4)(h) of Rules
15A NCAC 02B .0215, and .0216.
[15A NCAC 02T .I 109(a)(1)]
11. Class B land application sites shall have the following public access restrictions:
a. Public access to public contact sites shall be restricted for one calendar year after a residuals land
application event;
b. Public access to non-public contact sites shall be restricted for 30 days after a residuals land
application event;
c. Public access to land associated with a dedicated land application site shall be restricted
continuously while the land is permitted for active use, and for one calendar year after the final
land application of residuals.
0030998 Version 3.0 Slicll Version 200201 Page 6 of 12

[I 5A NCAC 02T. I 109(a)(2)]
ammiomm-mane i mm=M���
a. Animals shall not be allowed to graze on land for 30 calendar days after any land application of
residuals,
b. Food crops, feed crops, and fiber crops shall not be harvested for 30 calendar days after any land
application of residuals;
c. Food crops with harvested parts that touch the mixture of residuals and soil and are totally above
the land surface shall not be harvested for 14 months after any land application of residuals;
d. Food crops with harvested parts below the land surface shall not be harvested for 20 months after
any land application of residuals if the residuals remain on the land surface for four months or
longer prior to incorporation into the soil;
e. Food crops with harvested parts below the land surface shall not be harvested for 38 months after
any land application of residuals if the residuals remain on the land surface for less than four months
prior to incorporation into the soil, and
f Turf grown on land where residuals are applied shall not be harvested for one calendar year after
any land application of residuals.
[15 A NCAC 02T.1109(a)(3)]
13. The Permittee shall acquire from each landowner or lessee/operator a statement detailing the volume
of other nutrient sources (i.e., manufactured fertilizers, manures, or other animal waste products) that
have been applied to the site, and a copy of the most recent Nutrient Management Plan (NMP) for those
operations where a NMP is required by the US Department of Agriculture — National Resources
Conservation Service (NRCS) or other State Agencies. The Pennittee shall calculate allowable nutrient
loading rates based on the provided infori-nation and use appropriate reductions.
For the purpose of this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan
(ArUP) or Certed Nutrient Management Plan (CNMP) shall also be considered a Nutrient
ManagementPlan. [15ANCACO2T.0108(b)(1)(A),02T.1104(c)(3)]
14. Class B residuals shall not be land applied to the fields listed in Attachment B unless the Landowner
Agreement between the Pennittee and the respective field owners or lessees/operators of the land
application site is valid. The Landowner Agreements shall expire concurrent with the permit expiration
date of June 30, 2027. [154 NCAC
WQ0030998 Version 3.0 Slicil Version 200201 Page 7 of 12

1. The Pen-nittee shall conduct and report any Division required monitoring necessary to evaluate this
program's impact on ground -water and surface water. [15ANCACO2T.0108(c)]
9- The residuals from each source generating facility shall be analyzed to demonstrate they are norl--
hazardous under the Resource Conservation and Recovery Act (RCRA). Residuals that test or are
classified as a hazardous or toxic waste under 40 CFR Part 261 shall not be land applied. The analyses
(i.e., corrosivity, ignitability, reactivity, and toxicity characteristic leaching procedure (TCLP)) shall be
performed at the frequency specified in Attachment A, and the Permittee shall maintain these results
for five years. Any exemptions from the requirements in this condition shall be specified in Attachment
A. The TCLP analysis shall include the following parameters, and the Federal regulatory level (mg/L)
is in parentheses:
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
I [oil
I 1-Dichloroethane (0.5)
Pentachlorophenol
Benzene (0.5)
L------------
1, 1 -Dichloroethylene (0. 7)
?�yridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Chlordane (0.03)
Heptachlor (and its epoxide)
(0.008)
Tetrachloroethylene (0-7)
Chlorobenzene (100.0)
H exac h I orobenzene (0. 13)
--- --------- -- --
Toxaphene (0.5)
-
Hexachlorobutadiene (0.5)
Trichlorocthylene (0.5)
Chromium (5.0)
-----------------
Hexachloroethane (3.0)
2,4,5-Triclilorophenol (400.0)
m-Cres*l (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
----------------
2,4,5-TP (Silvex) (1.0)
7-
p-Cresol (200.4)
Mercury (0.2)
Vinyl chlo - T - ide(O.2)
Cresol (200.0)
Mcthoxychl*r (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
[ I 5A NCAC 13A .0 102(b), 02T. 110 1, 02T. 1105]
9,. The residuals from each source aenerating facility shall be analyzed at the fi-equency spec-iffied in
0
Attachment A, and the Permittee shall maintain the results for a minimum of five years. Each analysis
shall include the followinla parameters:
I
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)
[15A NCAC 02T.1 1011
WQ0030998 Vcrsion 3.0 Shell Version 200201 Page 8 of 12

4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A. The monitoring results shall specify the
stabilization process utilized, and demonstrate compliance with the Class B pathogen reduction
requirements in 15A NCAC 02T .1 106(b), and one vector attraction reduction requirement in 15A
NCAC 02T .1 107(a) shall be met. Any exemptions from the requirements in this condition shall be
s if I pec ied in Attachment A. [15ANCACO2T.1106(b),02T.1107(a),02T.1111(c)I
An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each land application site listed in Attachment B that received residuals during the calendar year. This
analysis shall be in accordance with the soil sampling guidance located in the Sampling Instructions
section of the NC Department of Agriculture & Consumer Services' website
(littp://N,,,ww.ncagr.gox,/a.gronomi/i)ubs.htiii . The Permittee shall maintain these results for a period of
no less than five years, and these results shall be made available to the Division upon request. Each
Standard Soil Fertility Analysis shall include the following parameters:
----- -----
oil Phosphorus
Magnesium
Cation Exchange Capacity Percent HUMiC Matter-
6. Representative samples of residuals that are prepared for land application shall be collected and
analyzed. [15A NCAC 02T .1111(a)]
7. The Permittee shall maintain records for all residual land application events. These records shall
include the following:
a. Residuals source (as listed in Attachment A);
b. Date of application;
c. Location of land application (field name as listed in Attachment B);
d. Approximate acreage applied;
e. Method of application;
f. Weather conditions,
g. Dominant soil series;
h. Soil conditions;
i. Proposed crop;
j. Nitrogen Application Rate based on RYES;
k. Volume of residuals applied per acre in gallons, cubic yards, dry tons, or wet tons;
1. Volume of animal waste or other nutrient source applied per acre in gallons, cubic yards, dry tons,
or wet tons;
m. Volume of soil amendments applied per acre in gallons, cubic yards, dry tons, or wet tons; and
n. Annual and cumulative totals applied to each field for the following:
i. Class A and Class B residuals (dry tons per acre);
ii. Animal waste and other sources of nutrients (dry tons per acre);
iii. Heavy metals as specified in Condition 11.5. (pounds per acre);
iv. Plant available nitrogen (pounds per acre); and
v. Phosphorus (pounds per acre).
[15A NCAC 02T.0108(c)]
WQ0030998 Version 3.0 Shell Version 200201 Page 9 of 12

One hard copy and one electronic copy of an annual report shall be submitted on or before March V.
The annual report shall meet the requirements described in the Instructions for Residuals Application
Annual Reporting Fonris. Instructions for reporting and annual report forms are available at
htti)://deg.iic.v-ov,��about/divi.sions/water-resources/water-resources-peniiits/wastewater-branch/non-
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
1932NUIREMEM
9. Noncompliance Notification
The Permittee shall report to the Wilmington Regional Office, telephone number [phone],
.within 24 hours of first knowledge of the:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate residual treatment.
b. Any failure resulting in a discharge to surface waters.
c. Any time self -monitoring indicates the program has gone out of compliance with its permit
limitations.
d. Land application of residuals abnormal in quantity or characteristic.
e. Any discharge from a vehicle or piping system transporting residuals.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Wilmington Regional Office within five
days of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to
ensure the problem does not recur. [15ANCACO2T.0108(b)(1)(A)]
V. INSPECTIONS
1. The Penuittee shall perform inspections and maintenance to ensure proper operation of the Pen-nittee's
storage, distribution, and application facilities. [15ANCACO2T.1110(f)]
2. The Permittee shall inspect die Permittee's residuals processing, storage, transport, and application
facilities to prevent malftinctions, 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 Pennittee shall maintain this inspection log for a period of five
years from the date of inspection, and this log shall be made available to the Division upon request.
[ 15 A NCAC 02T is 108(b)( 1)(A), 02T
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the land application sites or facilities permitted herein at any
reasonable time for determining compliance with this pen -nit. Division authorized representatives may
inspect or copy records maintained under the terms and conditions of this pen -nit, and may collect
groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0030998 Version 3.0 Slicll Version 200201 Page 10 of 12

I . Failure to comply with the conditions and limitations contained herein may subject the Pennittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This pen -nit is effective only with respect to the nature and volume of wastes described in the pen -nit
application, and Division -approved plans and specifications. [G.S. 143-215. 1 (d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T.0105(n)]
4. The issuance of this permit does not exempt the Pennittee 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 pennitted residuals program change ownership, or the Pennittee changes their name, the
Pennittee shall submit a permit modification request on Division -approved fornis. The Permittee shall
comply with all terms and conditions of this permit until the permit is transferred to the successor -
owner. [G.S. 143-215.1(d3)]
6. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a pennit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Pennittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Pennittee'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
4dministrative Code or General Statutes.
[15A NCAC 02T.0110]
WQ0030998 Version 3.0 Shell Version 200201 Page 11 of 12

7. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
• if any • the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Pennittee has been convicted of
• crimes under G.S. 143-215.6B, • under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
•.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee • any parent, subsidiary, •' • affiliate • the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a pen -nit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fe e.
I Ism I is, ISAXIM IKAMMM M M M N M 11
8. This pen -nit shall not be renewed if the Pen-nittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T.0120(c)]
p 11111"I'mililim ;Iiiii-11-1 �,Ii ;� iiiml�;I�riiqll-!� I rsj#
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0030998
WQ0030998 Version 3.0 Shell Version 200201 Page 12 of 12

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ROY COOPER
Governor
ELL ABET S. BISER
RICHARD E. ROGERS, JR.
Director
ERIC R. SMITH - PRESIDENT
POST OFFICE Box 709
BEULAVILLE, NORTH CAROLINA 28518
NORTH CAROLINA
Environmental Quality
ETINUIEW"
Subject: Pen -nit No. WQ0030998
Triple S Farms and Cleaning
Class B Residuals Program
Attachments A and B
Certification
Duplin County
In accordance with your pennit mqjor modification request received January 6, 2022, a 4,
subsequent additional infon-nation received April 1, 2022, we are forwarding herewith modifi 4
Attachments A and B certified April 18, 2022, to Triple S Farms and Cleaning, Inc. for the su�ject residu
management program. I
Addition of the Town of Maysville V%rWTP (Pernut No. NCO021482) in Jones County as an
approved residuals source, with an approved perrilitted annual dry tonnage of 15 dry tons per
year (DT/yr).
Reorganization of fields in the pen -nit with subsequent acreage changes, including the
combination of aspects of previously permitted Fields 3, 4 and 5 into Field 345.
The modified Attachments A and B shall be effective from the date of certification until June 3
2027 (i.e., expiration date of the current pennit), shall void Attachments A and B of Permit No. WQ00309
issued May 3, 202 1, and shall be subject to the conditions and limitations as specified therein, as well
those specified in the above -referenced permit. Please replace Attachments A and B of Perrnit N
WQ0030998 that was issued May 3, 2021 with the modified Attachments A and B. Please note that t
Permittee shall submit a renewal application no later than January 1, 2027.
Please note that only the maps for new land application sites are attached to this letter. It is tl I
previously issued permit.
'02 Nor 0r Sahsbury Street 1617 Madill 5eryce C'emer kideigh North ('Wohno 27691) 1W7
9N.1019000

Mr. Eric R. Smith
April 18,2022
Page 2 of 2
If any parts, requirements or limitations contained in this certification are unacceptable, the
Pen-nittee has the right to request an a4judicatory hearing upon written request within 30 days following
receipt of this pen -nit. This request shall be in the form of a written petition, conforming to Chapter 150B
of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Otherwise, this certification shall be final and binding.
If you need any additional information concerning this matter, please contact Erick Saunders at
[phone] or erickson.saunders�-i,ncdenr.izoN,.
Sincerely,
eV
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Craven County Health Department (Electronic Copy)
Duplin County Health Department (Electronic Copy)
Jones County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Bob Branch, LSS � Branch Residuals & Soils, LLC (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

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RESIDUALS SOURCE FACILITY SUMMARY

DWR
1 r i r 7011
Division of i
Division of Water Resources RESEDUALS1
INSTRUCTIONS1 `: I 1
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 0?T .1100. Do not submit this certification for review without
a corresponding application form (FORM: AP 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 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 Pen -nits".
® 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 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 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.
STUCTIS FOR FORM: RSC 06-16 Page 1 of 1

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RSCA — Summerhouse WRF 06-16

111 NKI XMIM u IMM,
1 � '

DWR
State of or Carolina
7
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR O. 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 ofthe 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
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 . I 100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR
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: RSCform. 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 itern to which they refer.
For new or renewed pen -nits, 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:
Z 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 "Mar) GUidance for
Residual,L1_and_A -Llication Permits*'. pL
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 1. 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.
Z 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:
Z For each source facility, attach the following:
Z Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
Z Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
E] 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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1. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Summerhouse WRF
2. Facility permit holder is: El Federal, El State, Z Local Government, or 0 Private.
Facility permit issued by: ER Div. of Water Resources, El Div. of Environmental Health,
or E] Other (explain: _).
3. Facility contact person and title: Kary —Hemdon ORC
Complete mailing address: 228 Georgetown Road
City: Jacksonville State: NC Zip: 28584
Telephone number: [phone] E-mail address: [e-mail]
4. Facility physical address: 211 Ding Creek Parkway.
City: Holly Ridge State: NC Zip: 28584 —
Coordinates: Latitude: 34" 29' 45,59" Longitude: 77' 30' 13.87"
Datum: NAD83 Level of accuracy: Hundredths of second
Method of measurement: MAP
5. Purpose of the facility:
0 treatment of municipal wastewater, Z treatment of 100111'0 domestic wastewater,
E] treatment of potable water, El treatment of I 000/'o industrial wastewater,
El treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: % industrial and — % domestic)
E] other (explain:_).
6. Does the facility have an approved pretreatment program: E] Yes Z No
7. Facility permitted/design flow: 0.4 MGD and facility average daily flow: 0.2 MGD
8. Average amount of residuals being generated at this facility 15 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment:
Type and volume of residuals storage (i.e., outside of residuals treatment units): N" A
11. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
0 40 CFR Part 503 or E] 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 01 as: ��2 T, 11 �O2 6
Z Biological Non -Biological
C,
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 Pagel of5

3. Hazardous Waste Deteiirin ination. Complete the follows to denionstrate that the residuals ar non -hazardous, under
. ............................................................ . . . ....... . ...... . .... . .... . ................ . .......... . .................... . .......... . ............. -
RCRA: (Note . this item does not have to be completed facilities that are less than 0.5 MG in design flow that treat
100% rion-municipal, domestic wastewater only) 11* Not curreintly required k *
a. Are the residiials listed in 40 CFR. §26131-§261.33: 1� I yes 1� I no.
... . .. ..........
If yes, list the nurnber(s):
b,. Specify whetheror not the residuals exhibit any of the characteristics defined by 40 CFR §261.21.
261 .24: yes IWO.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCIT) analysis as
well as those for corrosivity, ignitability, and reactivity. -
Laboratory _ _ ... and Date of analysis:!
Passed corrosivity, test: yes 110. plL sm. (2 < p1l < 115)
Passed ignitability test: yes Tio. Flashpoint: — CF (> 1400F)
Passed reactivity test" yes 11 .......... Ino. HCN:: __,_mg/kg (<250) & H2S: nIg/kg (<500)
... . ...................................................................
TCLP Pararneter
Linflit
Result
TCIILP Pararneter
Ihnit
. ..... .
Result
............ . ................................ -.- ... . ............. . .....
(mg,11)
...... . ....
N'F"11)
.... . .... . .... -- ..... . .......................................................
. .......................................................................................................................................................................
(rngll)
............................................................
..................................................................................................
Arsenic
............................................................................................................................. . .................................................
5.0
.................................. -1 . .
. .............. .
Hexachlorobenzene
........ .............. ...... . . .............................................. . ............. ...............................
0. 13
—
Barium
...................................................................................................................................................................................
100.0
...................................... . ...........
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Benzene
......
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..... . ........... . ...... . ....................................
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............................................................
..................................................................................................
. . . .
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..........................................
. .
1.0
. ..... . ......
I.,ead
................................... . ........ -.- . . . .......................................................................................................
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—
Carbon Tetrachloride
....................... .
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. .....................................................
. . ........................ ..... .
1-indane
.................... - .... . . ...... .......... . ... . ............... . ......
0.4
—
Chlordane
....................................................................................................................................................................................
0.03
.....................................................
. ........
Mercury
. . . . ............ -
0.2
..........................................
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...................................................................................................................................................................................
100.0
......................................................
. ............................ -I.... . . .........
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.. . . ............ ..................... .....
10,0
....... . ..................................................
. ................................
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....................................................................................................................................................................................
6.0
......................................................
............................................................................................
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...... . ... ...........
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I ....... ......... ..... .... . ..
....... ...... . . ...... . .................
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5.0
Nitrobenzene
.
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............................................................
1
............................................................................. . . . .
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. . . . . .........
. ........
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—
...... . ..... ............ . .............. ......... . . . ....
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.......................
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.......................................................................................................................................................................
200.0
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... . ..... . ......... . . ..............
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............ .......................
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....................................................................................................................................................................................
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Lo
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...................................................................................................................................................................................
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.......................................................
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. ..... .
. ..... . .............
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....................................................................................................................................................................................
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........................................... --.-
. ... ...
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0.7
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7.5
foxaphene
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. . ... .................. . ................ . ........ . ........ . .... ... . . .............
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. . . .
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..............
.
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. .......
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........................................................................... . . . ........
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............................ . . ........
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2A5 rricMorophenol
400.0
. .. . .
2,4 Dinitrotoluene
. ................
0.13
......................................................
............................................................................................
2,4,6 Trichlorophenol
......................................................................................................................... I .. . .... .
10
. ............ . . .
. .............. . .......................... .............
....................................................................................................................
Endrin
. .....................
0.02
.......................................................
...........................................................................................
2,4,5-1'P (Silvex.)
............
Lo
. ... . ......... . . ...........
. .............. ................. ......
fleptachlor and its Hydroxide
.................................................................................................................................... ............................................
0,008
.......................... . .........
....... . .... ............. . . . ......... .................
Vinyl. Chloride
................................ . ..................................
0.2
......................
FORM: RSC 06-16 Page 2 of 5

4. IN e t al§ Deterynination: Complete one of the following tables (i.e., as applicable) to dernonstrate that the residuals do not
violate dae ceiling concentrations for metals regulated under I 5A NQAQ 02'r , 1105,
a. ForDistributionlLandA ation.- 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:.E. n.y. ir.211M..e..n t a I Qh e n2J s t s In.c., and Date of annalysis:: Feb 2-4 2021.,
......................... . ...............................................
Parameter
......................................................................................................................................
Ceiling
Monthly Average
Result
Concentration Limits
Coneenfiration Limits
(Class,4 & ClassB)
(Class A Only)
Ong1l,g)
......
. .
. ...... .................................................................................................................................
Arsenic
75
. . . ...... . ........ . . ........................................
41
.........................................................................................................
�<31.60
Cadmium
..... - ------ --
85
39
.... . ........ . ...................................................................................................... .
. ... .
... <31.60
Copper
........................................................................................
4,300
. .......................... . ........
1,500
. .. . .....................................
92.70
I...,ead
...................................................
840
300
. ....................................................
<3 1 �60 .. . ...
Merctiry
.......................................................................................
57
.................. . . . ..... . ........ . .......................................... .
17
................................................................................ . ......
<239 . ........
Molybdenum
........................................... . ..... —1
75
....... . ...... . ..........................................................................................................................
n/a
<3 1.60
Nickel
............. I . . ..... . .....................................................
420
...................................................................................................... . ..... --.- . ...... I
420
. ..........
<31.60
Selenium
................................. -- ... ....
100
.
100
.. . ...... . . . ......
. .... .... .
<31.60
....................................................................................................................................................................
Zinc
7,.500
2,800
1,540.00
b. ror a C . ...... .... ...... :.,�ur ��gce Dis �osul [�Jnit laqi�nefflll : 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: _ and Date of analysis:
Distance froiixi, Disposall
Arsenic
Chronflum
Nickel
T.Jnit to Boundary to
Closest Propeirty Line
(nzeiers, the one)
.... . ...................................... I . ........ . ...... --.- . . .............................................................. ...........................................................................................................
(n g, A g)
. .. . ....
(inglicg)
.......... ......... . ............
Onglkg)
........... - ............ .. . ................ . ............. . ..................................
IF.] > 0 but .< 25
..........
30
200
210
...... . ......................
.................................................................. . ..............
El , 25 but < 50
. .........
34
- . .........................
220
. ......................................
240
........................... . ...........................................................................................
1� ] :-f 50 b U t < 7.5
39
...........................................
260
270
....... . .......... . . ........... . ..
.. . ............................................. . . ..... .... . .. . .......................................... .
75 but < 100
. .......................................................................... . ..........
46
i00
320
.... . ..... . . . .... ... ...... . ............ -1- . .................................................
0 100 but < 125
.... . . ........
53
. . . .................................................................................... . . .....
360
390
...........
ID ?- 125
. .......... . ....................................................... ...............................................................................................................
.....................................................................................
62
450
. ..... . .. . .......... . ... . .. .........
...............................
420
........................................................... . ............... —.-
Result (inglk-p)
........................................................ . .. . .............................. . .
............................................................. . ....... . . ............
....................................................................................
FORM: RSC 06-16 Page 3 of 5

5. NutrientlMicronutrient Determination: Complete the following:
a. Total solids: 0.2- %�
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
micronutnent parameters:
Laboratory: Environmental Chemists Inc. and Date of analysis: F.eb-21,2.0.2.1.
Parameter
Result
(mg1k-g)
Aluminum
1,670.00
Ammonia -Nitrogen
1,510.00
Calcium
34,000.00
Magnesium
'290.00
Nitrate -Nitrite Nitrogen
- — - — - --------------
2&50
pH (Standard Unit)
. .......................................................
6.84
Phosphorus
18,200.00
Potassium
1,540.00
Sodium
9,170.00
Total Kjeldahl Nitrogen
Using the results listed in Item 11. 5b. above, calculate the sodium adsorption ration (SAR): L06
[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 1-icensed 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): M default value, or El 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: N/A
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
(Inglk-g) (nigllqg)
.............. --------------------------------------------------------------------------------------------------
Surface 17,671 27,81.4
Njection/Incorporation 18,426 28,569
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: N A.
FORM: RSC 06-16 Page 4 of 5

Kmwnafinq I "I
a. For DistribittiotilLatidApXii:cation of Cltrss At or Ettttevalenta
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
E] 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):
EJ Alternative I [I 5A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
El Alternative 2 [15A NCAC 02T.1 106(b)(3)(B)l - Alkaline Treatment.
[] Alternative 3 [15A NCAC 02T. I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 5 [15A NCAC 02T. I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: E] composting, E] heat drying, E] heat treatment,
thermophilic aerobic digestion, E] beta ray irradiation,
gamma ray irradiation, or El pasteurization.
_20 Alternative 2 [15A NCAC 02T. I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: E] aerobic digestion, E] air drying, n anaerobic digestion,
El composting, or 0 lime stabilization.
c. for Surface Disposal.
El Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
El Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
E] Exempt -If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.1 106(a)(2)].
El Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reductiop AR _LjL___J: Per 15A NCAC 02T. 1107, specify how residuals will meet the VAR requirements:
E] Alternative I [I 5A NCAC 02T. I 107(a)(1)] - 3 8% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
E] Alternative 2 [15A NCAC 02T. I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
E] Alternative 3 [15A NCAC 02T. I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
E] Alternative [15ANCAC 02T.1 107(a)(4)] -Specific Oxygen Uptake Rate Test (Aerobic Digestion).
E] Alternative 5 [15A NCAC 02T. I 107(a)(5)] - 14-Day Aerobic Processes.
Z Alternative 6 [15A NCAC 02T. I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15ANCAC 02T.1 107(a)(7)] -Drying of Stabilized Residuals.
E] Alternative 8 [15ANCAC 02T.1 107(a)(8)] -Drying of Unstabilized Residuals.
Z Alternative 9 [15A NCAC 02T. I 107(a)(9)] - Injection.
Z Alternative 10 [15A NCAC 02T.1107(a)(10)] -Incorporation.
E] Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15ANCAC 02T.1 107(b)(2)].
El 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

Facility Vicinity Map

'S'
fdd
SCALE: I "::� 1,500 ft
CHECKED BN a RTB
DRAWN HY: R'rB
DATE: 10127/2022
J P W
^ oa A S t Rit
ca
0100010// Summerhouse W
Hplrldge
Summerhouse
eV
'op
Q
Sources EsH, HERE, DeLorme, USGS, Intermap, iNCREMENTP
NRCan, Esd Japan, MEfl, Esd China (Hong Kong), Esri Korea, Esri
,(Thailand), MaprnyMia, NGCC, C OpenStreetMap contributors, and the
16 Y, GIS User Community
Triple S Farms Site
Onslow Water and Sewer Authority Vicinity
RA,NCH Summerhouse WRF Map
Ot, �S'IDXJAILS
& SOILS, LLC L P,.j�t N.. 2007-71

Process Flow Diagram and Narrative

LMOM
IUMMOM"14
L��KPNARMM%v ---
MITIMITIMISMS

A
RMENR
North Carolina Degartme-tt of Eiylronm�.qjid 1J9hw;,LRPn,#jmm9
As =
ONSLOW WATER AND SEWEP, AUTHORJTY
O-P28 GEORGETowN ROAD
JACKSONVILLE, NORTH CAROLINA 28584
Donald R. van der Vaaq
SeGretary
i;ubject: Permit No. WQ0029945
Summiiierhouse Water
Reclamation Facility
High -Rate Infiltration System
Onslow County
In accordance with your permit renewal request received February 3, 2015, we are forwarding
herewith Permit No. WQ0029945 dated April 6, 2015, to the Onslow Water and Sewer Authority for the
4ka-
existing wastewater treatment and high -rate infiltration facilities. Please note that this renewed pen -nit
shall become effective on May 1, 2015 (i.e. the day after the expiration date of the existing permit).
For your convenience, customized electronic copies of your facility's ND'1vM and NDAR-2
reporting forms are available for download at: hqp.// 2ortal.ncdenr-or-./,,veb/w /a �s/lau/�reing.
Please note the following permit conditions are new since the last permit issuance dated
February 28, 2014:
Condition 111.13. — This condition requires that the Permittee test and calibrate the
turbidimeter at a minimum of once per year, and calibration records be maintained at the
facility for a period of no less than five years.
0- Condition IV.8. — This condition requires that the Permittee provide to its users and die
Division of Water Resources an annual report summarizing the performance of the
wastewater treatment and infiltration 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.
Non-Dscharge Peffnitting UnIt
E�==

April 6, 2015
Pa,-e 2 of 2
If any parts, requirements or limitations contained in this permit are unacceptable, the Pennittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
0
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 • need additional information concerning this permit, please contact Nathaniel Thornburg at
[phone] or nathaniel.thornbure�@ncdenr.gov.
Sincerely,
IJ;Z�irnmerman, Director
Division of Water Resources
Onslow County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)

R�, . • IT_
1�rrdccrrx
amended, and other applicable Laws, Rules and Regulations
12A
Onslow Water and Sewer Authority
Onslow County
operation of a 400,000 gallon per day (GPD) wastewater treatment and high -rate infiltration facilil
consisting of the:
continued operation and subsequent abandonment of: a mechanically cleaned fine screen; and a
associated piping, valves, controls and appurtenances; the
C
construction and operation of: two mechanically cleaned fine screens with 5 millimeter (mm) opening
an auxiliary manually cleaned bar screen with 1-inch spacings-, a 2.4 million gallon per day (MGD) 91
removal and dewatering system consisting of a Eutek HeadCell'o, GritCupTM and SpiraSnail'T111; two 21
gallon hydropneumatic tanks; a 26 gallon per minute (GPM) non -potable water pump located in tl
effluent nump station to serve the pro osed headworks s, - _cL&U_mAPAbW y�?k%,vq
and appurtenances; the
continued operation of: an influent flow meter; a 184,373 gallon flow equalization basin with three 34
GPM variable frequency drive pumps, two 315 cubic feet per minute (CFM) 20 horsepower (h]
blowers, a 6 hp, submersible mixer and a coarse bubble diffuser system; a flow splitter box; four 2 m,
drum screens; four 44,000 gallon Membrane Bio-Reactor (MBR) basins each consisting of- a 13,0(
gallon anoxic. basin with a 486 GPM anoxic recirculation pump, mixer a4 flow meter; a 27,000 galk
fine bubble aeration basin; a 4,000 gallon membrane tank with a 576 GPM membrane mixed liqui
recirculation/bio-solids wasting pump, a 151 GPM permeate pump and flow meter, and two racks of
microfiltration modules each at a loading rate of 15 gallons per day per square foot (GPD/ft2);
Membrane Operating System 313 CFM 10 hp blower; a 268 CFM 10 hp blower serving biologic
process aeration; a chemical clean -in -place system consisting of sodium hypochlorite feed system at
citric acid feed system located in a chemical building on -site; two 129,400 gallon aerobic sludge digeste
with two telesco * q- decant valves - a 300 GPM aLuLat_yjLm,%,. two vacuum truck ,iumy, connections
submersible 6 hp mixers, three 460 CFM 20 hp blowers and a coarse bubble diffuser system, fo
ultraviolet (UV) disinfection chambers each with two lamps; a sodium hypochlorite feed and storal
system for maintaining a chlorine residual and a total residual chlorine analyzer for monitoring at
MAIN
WQ0029945 Version 2.0 Shell Version 150213 Page 1 of 9

continued operation of. a 9,547 gallon effluent pump station with two 400 GPM pumps with
audible/visual high water alarms; an on -site non -potable water hydropneumatic pressure maintenancii
system and distribution pipe network; an Operator Control Building with analytical laboratory; an
approximately 2.54 million ealloy,. sv.-Ft�etica­
pumps, audib.fe7visual alarrns and a flow meter; a 36 acre artificially
constructed groundwater lowering effluent discharge pond (i.e., Spicer Lake); and all associated piping,
valves, controls and appurtenances
to serve the Summerhouse Water Reclamation Facility, with no discharge of wastes to surface waters,
pursuant to the application received February 3, 2015, and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
a- W oil 1 10
I . Upon completion of construction and prior to operation of this permitted facility, a certification
(attached) shall be submitted from a licensed North Carolina Professional Engineer certifying that the
permitted facility has been installed in accordance with this permit, Division approved plans and
specifications, and other supporting documentation, including the location of all monitoring wells as
applicable. If this project is to be completed in ohases and,partially certified. the Pen-nittee shall
retain the responsibili1y,to track.further construction approved under the same p�qrmitandshhall
orovide a final certificate of completion once the. entire project. has been — comDleted. Mail the
Certification to the Division of Water Resources, Water Quality PerTniiing Section, 1617 Mail
Service Center, Raleigh, INC 27699-1617. [15A NCAC 02T.01 16(a)]
2. The Wilmington Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding week -ends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. Notification to the regional supervisor shall be made from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. (15A NCAC 02T
.0108(b)(2)]
3. 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 deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. [15ANCAC 02T.0105(d), 02T.0106, 02T.0109, and 02T.01 15(c)]
The subiect non-disc)iarwe facilities
N N 111
-CFAf V z f
4F To' dL
the eftuel
'ONL L
M LAJ115KILULLUIL #1II launionai or repiacement wastewater treaMent or infiltration tacilities.
[G.S. 143-215.1, 143-213.3(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. [15ANCAC 02B.0200,02L.0100]
WQ0029945 Version 2.0 Shell Version 150213 Page 2 of 9

Justification for Residuals Production Rate

JUSTIFICATION FOR WWTP RESIDUALS PRODUCTION RATE
11 SRI! 1!1� EMEM
-iry tons based on previous years information.

Residuals Sampling Plan

Annually, multiple grab residual solid samples are collected from the sludge holding tank. The:
samples are composited for nutrient and metal analyses. The composited sample is mixed to keep t
solids suspended and containers filled for this analysis. Lime stabilization occurs when the MB
and pathogen reduction. Field measurements of pH and temperature are collected for ea
stabilization event to insure pH requirements are met. pH values are later temperature corrected. I
Annually, or when the residual solids are to be land applied if application occurs less than annually,
a composite residual solid sample will be analyzed for: Arsenic, Cadmium, Copper, Lead, Mercury,
Molybdenum, Nickel, Selenium, Zinc, Aluminum, Anu-nonia — Nitrogen, Calcium, Nitrate -Nitrite,
Nitrogen, Magnesium, % Total Solids, pH, Phosphorus, Potassium, TKN, and Sodium. From this
infon-nation, the Plant Available Nitrogen (PAN) will be calculated. Because this facility is less than
0.5 MGD and has domestic only, a TCLP sample is not required.

Analytical Data From Summerhouse WRF
Fecal and Nutrient & Metal

Facility:
Source:
Location:
Contractor:
Type of Analysis:
Report No:
Date Sampled:
Date Reported:
Reporting Period:
Parameter
Solids*
Nitrogen (TKN)*
Phosphorus
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Zinc
Ammonia Nitrogen*
Nitrate N / Nitrite N*
Cadmium
Chromium
Nickel
Lead
Selenium
pH
Calcium Carbonate
Organic Nitrogen
Molybdenum
Chloride
Boron
Available P205
Specific Gravitv
Triple S Farms`
Water Reclamation Facility
S E2021-02300
2/10/20211 Type of Stabilization: Lime
2/24/2021
Annual 2021
% PPM EPA
Dry Weight Monthly Limits
0.700
5.780
57,800.00
1.820
18,200.00
0.154
1,540.00
0.00
3.400
34,000.00
0.329
3,290.00
0.917
9,170.00
---
1,670.000
---
92.700
---
1,540.000
0.151
1,510.000
---
28.500
---
31.600
---
31.600
---
31.600
---
31.600
---
31.600
---
2.390
---
31.600
6.840
t)
0.000
5.629
---
31.600
1
75

Water Reclamation Facility
Summerhouse WRF
Holly Ridge, NC
Triple S Farms
Annual 2021
Date Reported: 2/24/2021 Report No:
Note All Units in Pounds Per Dry Ton
00T meffma =
Lime (estimated)
Secondary Autrients
Magnesium
SMH E2021-02309
Physical Characteristics
% Solids
SMH E2021-02309
Physical Characteristics
% Solids
0.70
pH
6.840
Min Rate
0.306
I UT =1 V
fit

71,
Env*
0 ironmental Chemists, Inc.
6602gas- Windmill Way, Wilmington, NC 28405 - 910.392.0223 Lab 4 910.392.4424 Fax
710 Bowsertown Road, Mantea, NC 27954 4 252.473 5702 Lab;Fax
06"',
255-A Wilmington Highway, Jacksonville, NC 28540 s 910.347,5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS in fo(a:;envi ron me,' tit Ichem. is ts.com
Onslow Water& Sewer Authority Date of Report: Feb 24, 2021
228 Georgetown Road Customer
Jacksonville NC 28540 Customer ID: 08100092
Attention: Todd Roberts Report #: 2021-02309
Project ID: Summerhouse
aD Sample 1D.- Collect Date ffirne Matrix Sampled by
21-05632 Site: Q210704-08 2/10/2021 3:15 AM Solid/Sludge Kary Herndon
Test Method Results Date Analyzed
Sludge Residuals —
Aluminum EPA 200.7 1670 mg/kg 02/18/2021
Arsenic EPA 200.7 <31.6 mglkg 02/18/2021
Cadmium EPA 200.7 <31.6 mg/kg 02/18/2021
Calcium EPA 200.7 34000 mg/kg 02/18/2021
Chromium EPA 200.7 <31.6 mg/kg 02/18/2021
Copper EPA 200.7 92.7 mg/kg 02/18/2021
Lead EPA 2003 <31.6 mg/kg 0211812021
Magnesium EPA 200.7 3290mg/kg 02/1812021
Molybdenum EPA 2001 <31.6 mg/kg 02/18/2021
Nickel EPA 200.7 <31.6 mg/kg 02118/2021
Potassium EPA 200.7 1540 mg/kg 02/16/2021
Selenium EPA 200.7 <31.6 mg/kg 02t1 8/2021
Sodium EPA 200.7 9170 mg/kg 02/18/2021
Zinc EPA 2G0.7 1540mg/kg 02118/2021
Nitrate+Nitrite-Nitrogen EPA 353.2 28.5 mg/kg 02/1 B/2021
Total Solids (%) SM 2540 8 0.70% 02/11/2021
pH SM 4500 H B 6.84 units 02123/2021
Ammonia Nitrogen SM 4500 NH3 C 1510 mg/kg 02/1112021
Total Kjeldahl Nitrogen (TKN) SM 4500 Org B 57800 mg/kg 02111/2021
Total Phosphorus SM 4500 P F 18200 mg/kg 02/1712021
Mercury SW046 7471B <2.39 mg/kg 02/12/2021
Comment Sludge residuals, except pH, reported on a dry weight basis. pH —reported on an as received basis
Reviewed by:

Summerhouse
ONWASA
No., im
Environmental Chemists,
Inc.
Lab #
Date Analyzed
Most Probable Number
tog
per grain'
1
2/11/21
10,834
4.035
2
?/11/21
14,167
4.151
3
2/11/21
2,899
3.462
4
2/11/21
2,338
3.369
5
2/11/21
12,500
4.097
6
2/11/21
8,832
3.946
7
2/11/21
2,466
3.392
Totall 26A52
Average 3.779
Most Probable Number / Gram 6,010 IFecal Coliform
Fecal Coliform values are less than 2,000,000 and meets the Class B pathogen reduction
requirement
Data been
reported on the Annual Pathogen and Vector Attraction Reduction Form for this land
application

Environmental Chemists, Inc.
6602 Windmill Way,
Wilmington, NC 28405 910.3910223 Lab 910.392.4--424 Fax
710 Bowsertown Road, Manteo, NC 27954 ® 252.473.5702 Lab/Fax
C
255-A Wilmington Highway, Jacksonville, NC 28540 , 910.347.5843 Lab/Fax.
ANALYTICAL & CONSULTING CHEMISTS
info(i envirotiinen',alciieniists.coi-n
Onslow Water & Sewer Authority Date of Report: Feb 24, 2021
228 Georgetown Road Customer PO #..
Jacksonville NC 28540 Customer ID: 08100092
Attention. Todd Roberts Report #: 2021-02309
Project ID: Summerhouse
Lab ID Sample ID: Collect Dateme Matrix Sampled by
21-06625 Site: Q210704-01 2/10/2021 8:18 AM Solid/Sludge Kary Herndon
Test Method Results Date Analyzed
Total Solids (%)
Fecal Density
Lab ID Sample ID:
21-05626 Site: 0210704-02
�ab ID Sample ID-
! 1 -05627 Site., Q210704-63-
fm
SM 2540 G
SM 9221C E MPN 24 hr 503
Collect Date rfime
211012021 8:19 AM
Method
SM 2540 G
SM 922 1 C E MPN 24 hr 503
Collect Date lTime
2/10/2021 8:20 AM
Method
0.72% 02111/2021
10834MPN/g 02/10/2021
Matrix Sampled by
Solid/Sludge Kary Herndon
Results Date Analyzed
0.48% 02/11/2021
14167 MPN/g 02/10/2021
Matrix Sampled by
Solid/Sludge Kary Herndon
Results Date Analyzed
Total Solids (%)
SNI 2540 G
0.69%
02111/2021
Fecal Density
SM 9221C E MPN 24 hr 503
2899 MPN/g
02/10/2021
.ab ID Sample ID:
Collect Dateme
Matrix Sampled by
1-05628 Site: 0210704-04
2/10/2021 8:21 AM
Solid/Sludge Kary Herndon
Test
Method
Results Date Analyzed
Total Solids
SM 2540 G
0.77%
02/11/2021
7ecal Density
SM 9221C E MPN 24 hr 503
<2338MPN/g
02/1012021
ab ID Sample ID:
Collect Date/Time
Matrix Sampled by
1-05629 Site: Q210704-05
2/10/2021 8:22 AM
Solid/Sludge Kary Herndon
Test
Method
Results Date Analyzed
rotai Solids (%)
SM 2540 G
1.04%
02/1112021
ecal Density
SM 9221C E MPN 24 hr 503
12500 MPN/g
02/10/2021

. ...... ..
ANALYTICAL & CONSULTING CHEMISTS
Env*
ironmental Chemists, Inc.
6602 Windmifl Way, Wilmington, NC 284D5 * 910-3910223 Lab * 910.392.4-124 Fax
c' 710 Bowsertown Road, Manteo, NC 27954 ' 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 0 910.34"T5843 Lab/Fax
Onslow Water& Sewer Authority Date of Report: Feb 24, 2021
228 Georgetown Road Customer PO #:
Jacksonville NC 28540 Customer ID: 08100092
Attention: Todd Roberts Report #: 2021-02309
Project ID: Summerhouse
Lab ID Sample ID: Collect Date lTime Matrix Sampled by
21-05630 Site: Q210704-06 2/10/2021 8:23 AM Solid/Sludge Kary Herndon
1=1
Total Solids (%)
Fecal Density
Lab ID Sample ID:
21-05631 Site: Q210704-07
HM
Method
VJ 2540 G
SrVI 922 1 C E (VIPN 24 hr 503
Collect Dateffirne
2/1012021 8.24 AM
Method
SIPJ 2540 G
SP®1 9221 C E NiPPI 24 hr 503
Results Date Analyzed
0.77% 02/11/2021
8832 MPN/g 02/10/2021
Matrix Sampled by
Solid/Sludge Kary Herndon
Results Date Analyzed
0.73% 02/11/2021
2466 MPN/g 02/10/2021

RSCA — Swansboro WWTP 06-16

DWR�
State of North Carolina
1 rMOMMImmm MItIMIM
Division of Water Resources
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
►I . ra i , .. . )
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15ANCAC 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
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 are numbered to correspond to the section and item to which they refer.
Z For new or renewed permits, submit a separate certification for each source facility.
D For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
Z 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:
Z Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Mar3 ('iuidanCC for
....... ... ... ......... .......... .... .................
Residuals Land Aplil-i�.Ltic)n-!!�iriiiit-s.".
Z 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.
Z Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item 1. 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 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:
Z Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
Z 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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I

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
1. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Swansboro VVRF
2. Facility permit holder is: Federal, [] State, 0 Local Government, or 0 Private.
Facility permit issued by: Div. of Water Resources, Div. of Environmental Health,
or E] Other (explain: _).
3. Facility contact person and title: Mark Young, ORC
Complete mailing address: 228 Georgetown Road
City: Jacksonville State: NC Zip: 28580
Telephone number: [phone] E-mail address: myoun onwasa.corri g@�
4. Facility physical address: 199 Williams Rd
City: Swansborc, State: NC Zip: 28540 —
Coordinates: Latitude: 34' 40' 54.87" Longitude: 77" 8' 33.96"
Datum: NAD83 Level of accuracy: Nearest Hundredths of second
Method of measurement: MAP
5. Purpose of the facility:
El treatment of municipal wastewater, Z treatment of 100% domestic wastewater,
El treatment of potable water, E] treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: % industrial and — % domestic)
other (explain:_).
6. Does the facility have an approved pretreatment program: El Yes No
7. Facility permitted/design flow: 0.6 MGD and facility average daily flow: 0.325 MGD
S. Average amount of residuals being generated at this facility 110 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 46.900 Ilon aerated di �ester
Type and volume of residuals storage (i.e., outside of residuals treatment units): 315 000 aerated sludge holding tank
I . Specify if residuals are regulated under:
E 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:
Z Biological Ej 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 I of 5

3. Hazardous Waste Determnuini tio; Complete the following to a e nuonstr to that the residuals are non hazardous under
RCRA- (Note - this iternn does not have to be completed for facilities that are less than 0..5 MG1:D in design flog that treat
100910 non -municipal, domestic wastewater only)
aa. Are theresiduals listed irn 40 PP §261.31-§261.33:: ..........� yes u'no.
1f yes, list the number(s)1- . ................... . . ..
1). Specify whether or not the residuals exhibit any of tl'ae characteristics defined. by 40 CFR. §261.21-
261.224: yes Z no.
Fill in the following tables with the results of tine latest toxicity characteristic leaching procedure Q ll'C LP) analysis as
well as those for corrosi.vity, ig raitaability, and reactivity.
Laboratory: Environmental Chemists Inc,and Date of analysisJuly1, 2021
Passed cor-rosivity test: �Z yes El no., pnll:: s..mu. (2 .< lnpl < 12.5)
Passed ig,mnit«ability test:: IZI yes no.. Haa,: hpnoirnt: >195 a"l= (> 1400P)
...........
Passed reactivity test: yes n..o. l..:lCM 2..05 r'm'm /lc (<250) & 1- 2S: 22, 8 rang;/kg ( 500)
. .................... ................................................................ _- -...
YCLP Parameter
.._......... _.........................
Limit
..................................... _ _..
Result
_..... ...- ....... .-.......
TC L.P Parameter
...... ..-....
I.Armn,it
..........................................................................
Result'.
........ ._ ......_
(� O)
(anuvfi)
(Mpll)
O'ng1l)
........
Arsenic
5.0
<1.00
Hexaaclalorolamernzerne
.._..... ___......... . .............................................................................................................
0.1.3
-...._............................................. ..................................................................
<0..0.5
Barium
100.0
...................................................................................
<1..00
Heauauclnlomo_ 1,3-Buutaadierne
........... .-....................................................................................................
0.5
--.-
�:lll.t 5
...............................................................................................................................
Benzene
0.5
------ _.__......
<0.01
Il.exaaclnloroethane
3.0
<0.05
............................................................................................_..
Caadmuunu.ammz
... ._........_
1..0
. 1..00
Lead
5.0
1..00
...
CaHrlrourTetrachloride
.
0..5
<0.01
Lirndaarne
...............................
0..4
__..._..-.................................
�`0..0005
.............................................................................
............................................................................................................._-_..-..................................................
Chlordane
.......
0.03
<0.02
Mercury
02
<0..0002
Chloroberaxemne
100.0
��0.0I
Metlnoxyclalor
.........................................................................................................................
10.0
.._............................
<0..0005
...................................................................................................................-...._...
Chloroform
6.0
..... _....................................................................
<0.01
Methyl Ethyl Ketone
20G1.0
0.05
...�.........-__......._.........................
Chromium
.-.................................................
5.0
.................. ..
<1.00
Nitrobenzene
10
<0,0.5
raa-Cresol
200.0
<0.05
Pemutaacluloropnla.ernol
... .---.......................................................................................................................... .........
llllb'il.11'
........................................................
<0.25
.................................................................................................................
o-Cresol
200..0
<0.05
Pyridine
5.0
<0.05
......................................................................................................._
x�¢... " :, r•
Cresol
200..0
......
p
�k..�...Y
�eleC�.n&ram.
l.W.k
0
p
'"'^ 1.Nd�
Cresol.......
200..0
<0.0.5
Silver
5.0
=1..00
.h4. .......-..__._................................
•-____.......................................................................................................
10.0
.. <0.003
._.....................................
Tetranclulomoetpnylerne
............. .......................................................................................................... ..._...............-............................
M
.......................
<0.01
.......................................................................... _.......
1,4-l.Dmclnl.orobemnzeune
.................._.....
7,5
..................
<0.05
........................................................................-............................................................................................
3 oxaap herue
. ............ ..-..................................................................
0.5
..................................................... .-..
<0.05
........................................ -.....................................
l,2-DrG',hloroetlnaarne
0..5
<0.01
rrnchloroetluylerne
_...-__........................................................................... _.......
0..5
<0.01
._.........
............................................ ............ .............. .__,..... .... .-................................................................... _...-____.-.................................
1.,1 liDiclnloroetl:rylemne
0�.7
<0.1. 0
2,4,5-Tru.clnloroprineraol
400.0
<0.05
!,4 -Di nitrotoluueru.e
0.13
<0.05
,4,6-1 rnclnloroprinernol
._..............
2.0
<0.05..........................
......
Endrirn
............................................
0.02
0.000.5
2 4 5 ...f.P (Silv'ex)
1.0
<0.003
Heptachlor and its Hydroxide
.................................
0.008
<U005
Vinyl Chloride
0.2
<0.01
FORM: RSC 06-16 Page 2 of 5

4,. IM e I al.s Determinatioxv: Complete one of tire following tables (i.e., as applicable) to denionstrate that the residuals do riot
violate the ceiling concentrations for metals regulated tinder 1 5A NC.AQ 021' . 1105,
- ................................... . ........ . .......
a. For Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the fbHowing metal pararneters:
Laboratory: Environmental Chemists Inc. and Date of analysis� 2?.,...2022
5-wt .......... =: ............................
.... . .................................................................................
Parameter
...................... 11 ..................... ............. . ... . ... . .... . .... . .......... . ...... —
Ceiling
Monthly Average
. .............................................
Result
"oncentratioin Unifts
Concenfiratioin Unrits
(Class,4 & ClassB)
(Class A Only)
........................................................................................
Onglkg) ..... . .......... I . .
(niglkg)
... . .............. . .........................................................................................................
......................................................................
(mglli.�,!)
Arsenic
. . ....... . ...........
75
. .. . .... . ........................................
41
...........................................................................................................
<16J0
Cadmium
85
. . .................................................. .
39
..................
<16.50
. . .... . .................. . ...............
Copper
. . ............................ . ... . ...
4,300
1,500
........ I.... .............
281.00
. . ............................. ...... ..............................................................................................................
Lead
........................................ . ...........................................
840
300
<16.50
Mercury
............... . .... -.1-- . ............
57
17
. ........... . . ..................
. ...........................................................................................
<0.99
Molybdenum
........................................................................................
75
n/a
16,50
Nickel
.........................................................
420
... ............ ...........
420
<16JO
. . . . ................. . .............. . ..... . .......................................................
5 1 elenium
........................................................................................
1 00
. ................................................... . ... . ... . ............. .
100
. .
<16.50
........... - .. . ....... —.1 . . . . ..............
Zinc
—... ..........
7,500
2,800
...... . ..... ...
3,670.00
bfor SurLace Xv osal nit hind �111 : Fill in the following table with the restilts of the latest analyses (i.e., on a dry weight
basis) for the following metal. parameters:
Laboratory: and Date of analysis:
Distance frown Disposal
Arsenic
Chroirdurn,
Nickel
Unil to Boundary to
Closest Property Line
(inelers, check one)
............... ..................................................................................................................................................................
(nay"/kg)
.................................................................. . . . ...........
(mg1kq)
(mglli)
. ........ . .......
> 0 but, < 25
30
200
210
........................................................................................................................................................................
E 1 2! 25 but < 50
. ....................... -1.1 . . .
34
.................................................................................................................................. .
220
. . ............................ . ....
240
............................................................. . .. . ......... . . . .. .. .
El 2! 50 but 75
...... . ... . ..... . ...........
39
......................
260
270
.
E] 75 but l 00
. . ... . ........................
46
.
300
.... . ........................... .............. . . .............. . .. . ........ .
320
... . ...... I ...............
..........
I 100 but .< 125
............................... 1-1 ................... . . . .
53
.................................................................................................................................
360
............... --.1.1.1—.1.1. . . ....
390
...................................... —.1- ............. — .. .
j[D -> 125
...................................................................................................................................
........................................................................................................... . ...... .
62
. . .... ... . -
..... . . ..... . ...............................
450
.
420
. -
........ ... ... ..... . .. ... .. .. . ..... ... .. . ..... .
................................................. R e .. s u I t ( . i . k .. i .. _P .. / . I . c .. g).. ..... . .... =--l-
.................
=—.- .........................
. ......
FORM: RSC 06-16 Page 3 of 5

5. utrient........ icroa utri.ent Determination: Complete the following:
a. Total solids: 1.24
...................
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
a icronutrient parameters:
Laboratory: Environmental Chemists Inc. and (Date of analysis: Sept, 22, 2022
Parameter
Result
(in lk )
_.....................................................................................................................................................
Aluminum
21,59000
Ammonia -Nitrogen
79100
Calcium
.............................. _.......... _. �...... ...................................................................................
30,800.00
Magnesium
1,830.00
Nitrate -Nitrite Nitrogen
9,050.00
pH (Standard Unit)
6.77
Phosphorus
15,900.00
Potassium
._._............................................................................................................................................................................................................................................................................._.__..._...
3,115000
Sodium
5,820D 00
Total K.jeldahl nitrogen
36,200.00
c. Using the results listed in Item 11. 5b. above, calculate the sodium adsorption ration (SAR): 1.21
[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): 0 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 (leg) Year PAN five -Fear
Maximum Adjusted PAN
(inglk;g) (inglkg)
Surface 20,068 26,449
Injection/Incorporation 20,464 26,845
6. Other l oHutarnts Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the resuults of the latest analyses: N _A
FORM: RSC 06-16 Page 4 of 5

Mon
...........................
El A fecal coliforin density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
E] 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 I [ 15A NCAC 02T. I 106(b)(3)(A)l - Time/Temperature Compliance,
E] Alternative 2 [15A NCAC 02T. I 106(b)(3)(B)l - Alkaline Treatment.
El Alternative 3 [15A NCAC 02T. I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
F] Alternative 5 [15A NCAC 02T. I I06(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, E] heat drying, El heat treatment,
thermophilic aerobic digestion, [:1 beta ray irradiation,
El gamma ray irradiation, or El pasteurization.
b. For Lahr ApRLt:c a �tion o Class B:
Z Alternative I [15A NCAC 02T.1 106(c)(1)] - Fecal Coliform Density Demonstration.
Z Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens (PSRP).
Specify one: E] aerobic digestion, El air drying, El anaerobic digestion,
1:1 composting, or N lime stabilization.
c. po®° SurLace Dis Rosal:
E] Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
El 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 11.8. below [15A NCAC 02T.1106(a)(2)].
El Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
& Vector Attraction Reductio : Per 15A NCAC 02T. 1107, specify how residuals will meet the VAR requirements:
E] Alternative I [15A NCAC 02T.1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
E] Alternative 2 [15A NCAC 02T. I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
E] Alternative 3 [15A NCAC 02T. I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
EJ Alternative 4 [15A NCAC 02T. I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
EJ Alternative 5 [15A NCAC 02T. I 107(a)(5)] - 14-Day Aerobic Processes.
Z Alternative 6 [15A NCAC 02T.1 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T. I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T. I 107(a)(8)] - Drying of Unstabilized Residuals.
Z Alternative 9 [15A NCAC 02T. I 107(a)(9)] - Injection.
Z Alternative 10 [15A NCAC 02T.1107(a)(10)] -Incorporation.
[] Alternative for Surface Disposal Units Only -Soil Other Material Cover [15A NCAC 02T.1 107(b)(2)].
El 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

Facility Vicinity Map

I

Process Flow Diagram and Narrative

WASTEWATER TREATMENT PLANT PROCESS
Swansboro, WWTP operates a 0.6 million gallon capacity aerobic wastewater treatment plant.
BM=o -11"ar-latne re I I
stabilization will occur in the sludge holding tank
20��

ROY COOPER
Governor
MICHAEL S. REGAI�
R,cretor.v
S. DANIEL SMITH
#irecror
fflmlm��
I M. MOHR, PE - CHIEF OPERATIONS OFFIC
ONSLOW WATER AND SEWER ALJTFIOPJTY
228 GEORGETOmrN ROAD
JACKSONVILLE, NORTH CAROLINA 28540
Subject: Permit No. WQ0023261
Swansborci WWTP
High -Rate Infiltration System
Onslow County
In accordance with your penni t renewal request received June 25, 2020, and subsequent additional
inforniation received September 10, 2020, we are forwarding herewith Pennit No. WQ0023261 dated
September 23, 2020, to the Onslow Water and Sewer Authority for die continued operation of the subject
wastewater treatment and high -rate infiltration facilities. Please note that this renewed permit shall become
effective on October 1, 2020 (Le., the day after the expiration date of the existing pen -nit).
0
This permit shall be effective from October 1, 2020 through October 31, 2026, shall void Permit
No. WQ0023261 issued June 9, 2015, and shall be subiect to the conditions and limitations therein. The
Permittee shall submit -.a renewal application no later than May 4, 2026.
Please pay attention to the monitoring requirements listed Attachments A, B, and C for they may
differ from the previous pen -nit issuance, Failure to establish an adequate system for collecting and
0
maintaining the required operational information shall result in future compliance problems.
0
The Division has removed the following permit conditions since the last permit issuance dated
June 9, 2015:
Old Condition 111. 13. - This condition has been removed because it is covered under the new
Condition 111. 13.
Old Condition V1.2. - This condition has been removed because the pennit is not voidable.
The following permit conditions are new since the last permit issuance dated June 9, 2015:
Condition 11, 11. - All of die setbacks in the 15A NCAC 02H .0219(k) regulations that were in
effect at the time of permitting have been included in this pen -nit issuance.
Condition 111.4, - Infiltration equipment shall be tested and calibrated once per permit cycle.
Condition [Lt. 13. ® Metering equipment shall be tested and calibrated annually,
Condition VI. 10. - This pen -nit shall not be renewed if the Pen-nittee or any affiliation has not
paid the required annual fee,
�rthNo
Cat olina Deportment al Environmental Quality I DMslon ol'Waker ReSUL17CC-1;
D E 512 North Salisbury Street 1 1617 Mail Set vice Center Raleiyh.North Cal olinj 27691) 1617

September 23, 2020
Page 2 of 2
Condition VI. 11. — Tlie Division acknowledges the flow reduction approval issuance dated
October 15, 2007 of 100 gallons per day per bedroom (GPD/BDR) with a minimum of 200
GPD/BDR. The Pen-nittee shall report the measured monthly average amount of wastewater
flow contributed per unit (GPD/BDR) for die 12 months prior to permit renewal.
Condon VI.12. —nie Pennittee shall retain the Division's written approval of the authorized
adjusted daily design flow rate for the life of this facility, and shall transfer this approval to any
future Permittee.
If any parts, requirements, or limitations contained in this pen -nit are unacceptable, the Permittee
d; rin,
has the right to request an a udicatori hea uyon written request within
this permit. This request sliall be in the forin of a written petition, confon-ning 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. Othemvise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Erick Saunders at (919)
707-3659 or ericksoii.satinders(�incdenr.Rov.
Sincerely,
jzS. Daniel Smith, Director
Division of Water Resources
cc: nslow County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
Ln accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
4[lislow Water and Sewer Authority
Onslow County
operation of a 600,000 gallon per day (GPD) wastewater treatment and high rate infiltration facility
consisting of the:
s*,*iem__,wdmi_LY*Awh)&! UmQ*uw
e ach with two horizontal 42-inch diameter blade aeration rotor/motor assemblies and an adJustable weir
plate- an I 9-incli transfer pipe with sluice gate between the two oxidation ditches-, a 1,667 gallon pe er minut
(GPI�4) recycle pump serving the two ditches; a 32 foot diameter selcondary clarifier with a t2 foot side
water depth; a clarifier flow splitter box; an ultraviolet (UV) disinfection facility consisting of three banks
in series (2 duty, I spare); a turbidimeter; an effluent pump station with three 521 GPM vertical turbine
pumps; a three-way control effluent valve; an effluent magnetic flowmeter; a 4.28 million gallon (MG) 5-
day upset pond lined with 60 millimeter (mm) HDPE synthetic liner; a 5-day upset pond pump station with
a 2 10 91PNM • 11C* �Pli_T4
two 520 GPM purnps; a chlorination feed system for internal facility algae maintenance; a 46,900 gallon
Ur
switch; four renovated sand filter -drying beds for additional dewatering capacity-, approximately 32,200
linear feet (U) of 12-inch effluent force main; and all associated piping, valves, controls and
appurtenances; and the
T'fiffi' SJ'SLCIII, UDU U11 dSSQC IL
piping, valves, controls and appurtenances
WQ0023261 Version 3.0 Shell Version 200201 Pao I of 9
Pao

Justification for Residuals Production Rate

JUSTIFICATION FOR WWTP RESIDUALS PRODUCTION RATE
I
• ry tons an
decommission activities that are planned. The annual • tons should •- set at I 10 dry •

Residuals Sampling Plan

Annually, multiple grab residual solid samples are collected from the sludge holding tank. The
samples are composited for nutrient and metal analyses. The composited sample is mixed to keep t
solids suspended and containers filled for this analysis. Lime stabilization occurs when the slud
holding tank reaches capacity. Lime is added to reach proper stabilization requirements for vect
attraction and pathogen reduction. Field measurements of pH and temperature are collected for ea
stabilization event to insure pH requirements are met. pH values are later temperature corrected. I
Annually, or when the residual solids are to be land applied if application occurs less than annually,
a composite residual solid sample will be analyzed for: Arsenic, Cadmium, Copper, Lead, Mercury,
Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia — Nitrogen, Calcium, Nitrate -Nitrite,
Nitrogen, Magnesium, % Total Solids, pH, Phosphorus, Potassium, TKN, and Sodium. From this
information, the Plant Available Nitrogen (PAN) will be calculated. Once a pennit cycle, a composite
TCLP sample will be collected to include:
Arsenic
Hexachlorobenzene
ph for Corrosivity
Barium
Hexachloro-1,3-Butadiene
Benzene
Hexachloroethane
Flash point for ignitability
Cadmium
Lead
Carbon Tetrachloride
Lindane
Sulfides and Cyanides for reactivity
Chlordane
Mercury
1,2-Dichloroethane
Chlorobenzene
Methoxychlor
1, 1 -Dichloroethylene
Chloroform
Methyl Ethyl Ketone
2,4-Dinitrotoluene
Chromium
Nitrobenzene
Endrin
m-Cresol
Pentachlorophenol
Heptachlor and its Hydroxide
o-Cresol
Pyridine
Trichloroethylene
p-Cresol
Selenium
2,4,5-Trichlorophenol
Cresol
Silver
2,4,6-Trichlorophenol
2,4-D
Tetrachloroethylene
2,4,5-TP (Silvex)
1,4-Dichlorobenzene
Toxaphene
Vinyl Chloride

Analytical Data From Swansboro WWTP
TCLP, Fecal and Nutrient & Metal

Wastewater Treatment Plant
Swansboro WWTP
Swansboro, NC
Triple S Farms
Annual 2022
Date Reported: 9/22/2022 Report No:
Note All Units in Pounds Per Dry Ton
I UV FiTMI dT rri f - MI,
sell
Lime (estimated)
Secondary Rutrients
--
Magnesium
F.-I toll of
SWB E2022-17562
Physical Characteristics
% Solids 1.94
pH 6.770
Min Rate 0.300

Onslow at & Sewer Authoft
Date of Report: Sep 22, 2022
228 Georgetown Road
Customer
Jacksonville NC
28540
Customer ID: 08100092
Attention, Mark Young
Report #: 2022-17562
Project ID: Swansboro WRF
Lab ID Sample ID:
Collect Dateme Matrix Sampled by
22-43084 Site: Sludge
9/7/2022
8: 01 AM Solid/Sludge Samantha Howard
Test
Method
Results Date Analyzed
Sludge Residuals
Aluminum
EPA 200.7, Rev. 4.4. 1994
2590 mg/kg
09/17/2022
Cadmium
EPA 200.7, Rev. 4.4, 1994
< 16.5 mglkg
09/17/2022
Calcium
EPA 200.7. Rev. 4.4, 1994
30800 mg/kg
09/17/2022
Chromium
EPA 200.7, Rev. 4.4, 1994
< 16.5 mg/kg
09117/2022
Copper
EPA 200.7, Rev. 4.4, 1994
281 mg/kg
09/17/2022
Lead
EPA 200.7, Rev. 4.4, 1994
<1 6.5 mg/kg
09/17/2022
Magnesium
EPA 200.7, Rev. 4.4, 1994
1830 mg/kg
09/17/2022
Molybdenum
EPA 200.7, Rev, 4.4, 1994
<16.5mg/kg
09/17/2022
Nickel
EPA 200.7, Rev. 4.4, 1994
<16.5mg/kg
09/17/2022
Potassium
EPA 200.7, Rev. 4.4, 1994
3050 mg/kg
09/17/2022
Selenium
EPA 200.7, Rev. 4.4, 1994
<16.5mg/kg
09/17/2022
Sodium
EPA 200.7, Rev. 4.4, 1994
5820 mg/kg
09/1712022
Zinc
EPA 200.7, Rev. 4 4, 1994
3670 mg/kg
09/17/2022
Arsenic
EPA 200.8, Rev. 5.4, 1994
<16.5mg/kg
09120/2022
Nitrate+Nitrite-Nitrogen
EPA 353.2
9050 mg/kg
09/12/2022
Total Solids (%)
SM 2540 B
1.94%
09/08/2022
Ammonia Nitrogen
SM 4500 NH3 C-2011
792 mgIkg
09/08/2022
Total Kjeldahl Nitrogen (TKN)
SM 4500 Norg B-2011
36200 mg/kg
09/09/2022
Total Phosphorus
Sid 4500 P (F-H)-2011
15900 mg/kg
09/1412022
pH
SW 646 Method 9045D
6.77 units
09/1212022
Mercury
SW-846 7471 B
<0.985 mgIkg
09/17/2022
Reporl # 2022 17552 Page 1 of 3

Swansboro WWTP
Swansboro, WWTP
NPDES Permit # WQ0023261
Sep-22
Hivirownental Chemists, Inc.
Lab # Date Analyzed
Most Probable Number
Log
per gram
1 9/8/22
5,444,379
6.736
2 9/8/22
554,217
5.744
3 9/8/22,
560,976
5,749
4 9/18/22
296,704
5.472
5 9/8/22
193,371
5,,286
6 9/8/22
218,750
5340
7 9/cS/22
323,3154
5.510
TotalL— 39.8""
Average 5.69,1
Most Probable Number I Gram 490M4 Fecal Coliform
Fecal Coliform values are less than 2,00,0,000 and meets the Class B pathogen reduction
requirement
Data provided in this summary have been used for the values and geometric means
re,Torted on the Annual PathoNen and Vector Attraction Reduction Form for this Ian,?
application event.

Onslow Water & Sewer Authority Date of Report: Sep 22, 2022
228 Georgetown Road Customer
Jacksonville NC 28540 Customer ID: 08100092
Attention: Mark Young Report #: 2022-17562
Project ID: Swansboro WRF
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
22-43085 Site: Sludge 1 9/712022 7:47 AM Solid/Sludge Samantha Howard
Test Method Results Date Analyzed
Total Solids (%) SM 2540 B
Fecal Density SM 9221C E-2014
Lab ID Sample ID: Collect Date/Time
22-43094 Site: Sludge 2 917/2022 7:49 AM
Test Method
Total Solids (%) SM 2540 B
Fecal Density SM 9221C E-2014
Lab ID Sample ID: Collect Date rrime
22-43095 Site: Sludge 3 917/2022 7:51 AM
Test Method
Total Solids (%) SM 2540 B
Fecal Density SM 9221C E-2014
Lab ID Sample ID: Collect Date rrime
22-43096 Site: Sludge 4 9/7/2022 7:53 AM
Test Method
1,69% 09/08/2022
544379 MPN/g 09/07/2022
Matrix Sampled by
Solid/Sludge Samantha Howard
Results Date Analyzed
1.66% 09/08/2022
554217 MPN/g 09/07/2022
Matrix Sampled by
Solid/Sludge Samantha Howard
Results Date Analyze*
1.64% 09/08/2022
560976MPN/g 09/07/2022
Matrix Sampled by
Solid/Sludge Samantha Howard
:kesults Date Analyzed
Total Solids (%) SM 2540 B 1.82% 09/08/2022
Fecal Density SM 9221 C E-2014 296704 MPN/g 09/0712022
Lab ID Sample ID: Collect Date fTime Matrix Sampled by
22-43097 Site: Sludge 5 9/7/2022 7:55 AM Solid/Sludge Samantha Howard
i?-=
zrmm
Reporf,#:: 2022-17562 Page 2 of 3

E-twironmental Chemists, Inc.,,,
6602 Windmill Way, Wilinington, NC 25403 * 910392,0223 Lab �, 910'392.4424. Fax
r
710 Bowspriown Rodd, MantF4-.a, NK" 27954 v 25 2- 4 73.5702 Lab/Fax
255 A Wilmington f lighwity, Jacksonvik, NC 28540 - 910,347,5813 Lab 'Fax
Onslow Water & Sewer Authority Date of Report: Sep 22, 2022
228 Georgetown Road Customer
Jacksonville NC 28540 Customer ID: 08100092
Attention: Mark Young Report #: 2022-17562
Project ID: Swansboro VVRF
Lab ID Sample ID: Collect Dateme Matrix Sampled by
22-43098 Site: Sludge 6 9/7/2022 7:57 AM Solid/Sludge Samantha Howard
Test Method Results Date Analyzed
Total Solids N SM 2540 8 1.60% 09/08/2022
Fecal Density SM 9221C E-2014 218750 MFAN/ g 09/07/2022
Lab ID Sample ID: Collect Dateme Matrix Sampled by
22-43099 Site: Sludge 7 9/7/2022 7:59 AM Solid/Sludge Samantha Howard
Test Method Results Date Analyzed
Total Solids (%) SM 2540 B 1,67% 09/08/2022
Fecal Density SM 9221C E-2014 323354 MPN/g 09/07/2022
Comment: Sludge residuals, except pH, reported on a dry weight basis. pH reported on an as received basis.
L
Reviewed by:
--r4k'��
Report # 2022 17562 Page 3 of 3

Environmental Chemist, Inc., Wilmington, NC Lab #94
6602 WindrniH Way
Wilmington, NC 28405
9103910223
Sample Receipt Cheddist
(Jient-'
..................... Date:
06A Report Number- 2022-
Receipt of
sarnple-
.. . ..............
... . . .......
Et" Pickup Client DeHvery El J FedFy D Other- 0
YES
_ .. _._
..... 0
NO
.......................................
19 N/A
1. . . ..........
- present on the coo�er?
YES
1.1
NO,-
N/A
2� If custody seals were present, were they intact/u unbroken?
... . ..... . . ..................
Corrected temperature upon receipt
Against Bottles
777-
urn Correction Factor 'C: 0,0
.............
............................. . ......... . . ..... .
terrapaeratuare of cooler earceeded 6T, was Project- IAgr,/QA notified'?
R
YES
ld
NO
.......................
4� Were proper CUStodV procedures (relinquished/received) followed?
................ "
10
YES
......
I
IV 0.—
. . . ......
5, Were sample 0's listed on the COU
...
YES
. ...............................
NO
. ...... ... . — — ----
Were'sarnples Vs listed on sarnp�e co'n"tainers?
.....
YES
. . . . .........
NO
7, Were collection date and thne 4ste ........ ....
d on the COU
YES
11
NO
Were tests to b
8 performed listed on the COC?
. . .
YES
NO
.......... ...............................
9.. Did samples arrive m proper containers for- test?
_y"ES
. .
NO
.........
each
10. Did samples airrive in good condition for each test?
....
.
........ El
NO
................. ........................
1.1. Was adequate sample volurne avaflab�e?' . . ....................
12'
YES
0
NO....._ .
.
22,• Were sarnples received within proper holding time for- reqt,lested twit?.
0
YES
N 0
13. Were acid preserved sarnples received at a pH of <2?
—YES
11
NO
14. Were cyanide samples received at'a jTli ;12?"'""
YES
0
NO
. ...... . . ............. . .
1.5. .
, Were sulfide samples received: at a pFf >9?
. ..........
Y E IS
—YES
D
NCB
-0
16. Were NH3/TKN/Pheno� received at a chlodne �residual of <(."--
-Were _S_ ).5 ni/t.?
5—N
1-7. ulfide/Cyanicle rece ved at a chlorhne resldua6 'O'f<0.5 ?
D
D
NO
. . . . . . . . . . .
— — rn/f
18. ere orthophosphate samples filtered in the field within 15 nii�nutes?
TOC/Vol@tiles are pH checked at time of analysis arid recorded on the ber.)c!JShP.et.
Bacteria sarnples are checked for Chlorine at time of analysis and recorded on the berichsheef..
Sample Preservation: (Must be completed for any sarnlA(s) incorrectiy preserved or with headspace)
Sarnple(s) ...............—_ were recesved incorrectly preserved and were adjusted accordingly
by adding (circle oine)H2SO4 HNO.3 F10 NaOH
firne of preservation: If more than one preservative is needed, notate in comments below
. .... . ... . ...... _" . .. ... ............ . ...... . ......
Note: Notify custorriarservice irnmodiately for incorrectly preserved sarnples. Obtain a view sample or
notify the state lab if directed to analyzec-1 by the customer. Who was notified, date and tirne:
VolatHes SarnpBe(5) . . . ....... _ were received with headspace
................... .............. -
NUMENUM
DOC. QA.002 Rev 1
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Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 , 910.392.0223 Lab , 910392.44-24 F
a 710 Bowsertown Road, Manteo, NC 27954 - 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, N-C 28540 - 910.347.5843 Lab/Fax
info environmentalcheniists.com
Onslow Water & Sewer Authority
Date of Report: Jul 21, 2021
228 Georgetown Road
Customer PO #-
Jacksonville NC 28540
Customer 11): 08100092
Attention: Todd Roberts
Report #: 2021-10653
Project ID: Swansboro WRF
Lab ID Sample ID:
Collect Date[Time Matrix Sampled by
21-26548 Site: Digester
6/29/2021
6:30 AM Solid/Sludge Randal Riggs
Test
Method
Results Date Analyzed
Chlordane (TCLP)
SW 846 Method BOB 1 B13510
<0.02 mg/L
07/0912021
Endrin (TCLP)
SW 846 Method BOB 18/3510
<0.0005 mg/L
07109/2021
Heptachlor (TCLP)
SW 846 Method 8081813510
<0.0005mg/L
07109/2021
Heptachlor epoxide (TCLP)
SW 846 Method BOB I B13510
<0.0005 mg/L
07/0912021
Lindane (TCLP)
SW 846 Method 8081BI3510
<0.0005 mg/L
07/09/2021
Methoxychlor (TCLP)
SW 846 Method 8081BI3510
<0,0005 mg/L
07/09/2021
Toxaphene (TCLP)
SW 846 Method 0081 B1351 0
<0.05 mg/L
07/09/2021
1,4-Dichlorobenzene (TCLP)
SW 846 method 0270/3510
<0.050 mg/L
07108/2021
2,4,5-Trichlorophenol (TCLP)
SW 846 method 827013510
<0.050 mg/L
07/08/2021
2,4,6-Trichlorophenol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
07/08/2021
2,4-Dinitrotoluene (TCLP)
SW 846 method 827013510
<0,050 mg/L
07/08/2021
Cresol (TCLP)
SW 046 method 827013510
<0.050 mg/L
07/08/2021
Hexachicro-1,3-butadiene (TCLP)
SW 846 method 827013510
<0.050 mg/L
07/08/2021
Hexachlorobenzene (TCLP)
SW 046 method 827013510
<0.050 mg/L
07/08/2021
Hexachloroethane (TCLP)
SW 845 method 627013510
<0.050 mg/L
07/08/2021
rn + p-Cresol (TCLP)
SW 846 method 827013510
<0.050 mg1L
07/0812021
Nitrobenzene (TCLP)
SW 846 method 827013510
<0.050 mg/L
07108/2021
o-Cresol (TCLP)
SW 846 method 027013510
<0.050 mg/L
07/08/2021
Pentachlorophenol (TCLP)
SW 846 method 827013510
<0.250 mg/L
07/08/2021
Pyridine (TCLP)
SW 846 method 827013510
<0.050 mg/L
07/0812021
2,4,5-TP (TCLP)
SW84 6 Method B 15 1 A
<0.003 mg/L
07/13/2021
2,4-D (TCLP)
SW846 Method 6151A
<0.003 mg/L
07/13/2021
1, 1 -Dichloroethylene (TCLP)
SW046 Method 826015030
<0.01 mg/L
07/0212021
1,2-Dichloroethane (TCLP)
SW046 Method 826015030
<0.01 mg/L
07/02/2021
Benzene (TCLP)
SW046 Method 8260/5030
<0.01 mg/L
07/02/2021
Carbon Tetrachloride (TCLP)
SW046 Method 8260/5030
<0.01 mg/L
0710212021
Report P:: 2021.10653
Page 1 of 2

Environmental
Inc.
6602 Windmill Way, Wilmington, NC 28405 1 + ! 392.4424 Fax
1 Bowsertown Road,252.473.5702 Lab/Fax
! 910.347,5843 Lab/Fax
s
Onslow Water & Sewer Authority
Date of Report: Jul 21, 2021
226 Georgetown Road
Customer
Jacksonville NC
2 540
Customer ID: 08100092
Attention Todd Roberts
Report #: 2021-10653
Project ID: Swansoro WRF
hlorobenzene (TCLP)
SW846 Method 8260/5030
<0.01 g/L
07102/2 21
Chloroform (TCLP)
SW846 Method 8260/5030
<0.01 /L
0710 /2021
Methyl ethyl ketone (TCLP)
SW045 Method 8260/5030
<0.05 g/L
07/ /2 21
Tetrachloroethylene (TCLP)
SW846 Method 8260/5030
<0.01 m/L
07/02/21
Trichloroethylene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
07/02/2021
Vinyl Chloride (TCLP)
SW846 Method 8250/5030
<0.01 m /L
07/02/2021
I
Cyanide
SM 4500 cN ®
2.05 mg/kg
0710712021
Sulfide
sM 4500 S n
2.3 mg/kg
07/0/2021
Ignitability
SW 846 method 1010
>195 °
07/2 /2021
pH
SW 846 Method 9045D
7.53 units
06/30/2 21
Result estimated Analyzed out of 15 minutes hold time
TCLP Metals
Arsenic
EPA 200 7
<1,0 mg/L
07109/2021
Barium
EPA 200 7
<1.0 m /L
07109/2021
Cadmium
EPA 200.7
<1.0 m /L
07/0 120 1
Chromium
EPA 200 7
<1.0 /L
07/09/2021
Lead
EPA 200.7
<1.0 /L
07/09/221
Selenium
EPA 200.7
<1.0 mg/L
7//021
Silver
EPA 200.7
<1.0 /L
07/09/201
Mercury
EPA 2451
<0.000 g/L
07/1/021
Comment:
Reviewed AA�L
Report 0 2021-10653 page 2 of 2

Environmenta� ChernNslt, Rnc,, Wilmington, NC Lob #94
6602 Mndmrcij Wa/
Vldr-,i;wztcrn, NC 28605
910,392M23
Sample Receipt C()eckHst
Uent. LAA) OTSA Da�c� b� 21 12
—0 . ........... A�3 ...... ................ . Reporttlunr-JL;er:, -21110
............. . ...........
- . .. . ....................
Receipt OF samp�e� ECHEPA Pickup C4,e�� �D u7i
............ FedEx 0 other-
. . ............. ......... ........
N/A 1. Were custody sea�s present on the cooler?
..............
L: �175 0
yi�Tf:7
.. . ...... ........... -11- .. . ................ . ................ . .............
YTS 0 tit) N/A Z. ff cutody sea9s vi� re present, were they nntact/unbrokEfl?
.......... .......... - E13
- ............. ....... . ..................... . ......
Origunal temperaturE upon recE�pt C . . ................
. ...... - ............ . . .. . . . . . . ..................... Corrected temperature upon feceflpt_
. ........................... . _---
1CHow terneratre teak n emperatre Marne ianst Boes
M Gun M: Thorn�,,s TraCe2b�e SIN 1925,11,657 M Gun Correc6on Factor 'C: —M
........ ... ............... . . .... I ..................... ..... . ...... .............
YES 0 NO tempefature of coo�ei ex - ceeded 6'C,, was - Project Mar,/QA no�.'fjed?
. . ........... . ................. . .......... . . ..... . . ...... . . . ........... ............. . .. . ............. . ... . ...... . ... . ............... Were proper custody procedures (rehnquished/received) f0o,uved?
YE 0 N 0 5 Were saryipte Us Hsted on the COC?
mp�esND'sdis�'edorisaimp�p-coritair)ef-s?,—
YES 0 NO 6 Were sa -- ----- ....... - — - ----
. . . ....... . . .................... . ..... — — ---------------------
YES 0 Ito �ere roecdon data and Unie hstecl on the COC?
........... ................. . ... . . ......... 1 3V
YES ............... 11 bi 0 8 Were tests to be performed Hsted on the COC� . . . . ........ . .... .
YES ............... 0 NO 9� D�d sarnip�es arrRve in —prope'r' c—onta-c—m:?r-5 —fa( . each test .....
................... . . ..... ............. . . . . . . . .............................. ?
YES - ......... . .......
n 0 10 1 )kd sarnpAes arrflve ir, good condaion for each ....... ...
....... — - - — - - - --------------------
'0--- � 11 � �11� P 1C a � C
. . ........ ....... . . ............. . . . . ..... .. . . ..... . .......
y NO 12. We re sa r np�es rece �ved wit h in prope r h o�d� ng t im e or r qu s ted te 5 S)
. . ......... . .. . .......... =:� .............. . ..... . .... L E
YES `3 . ... . ... —
. . . ...........
- NO 13, VVere abd preserved sampUes ireceoved at a pH of <2
I ......... . .................... —.1-- ..... . ............ .. . .. .........
YES 0 N 01 14. Were cyanide samples receuved at a pH >12?
5
..............
7-L S 0 -NO 1.5. Were SLdhde sarnp�es rece�ved a� a p!I >9?
............... . .......................................................
-Y—ES, D—NO
YES
C3 Y I —ef e S u 9 F —1 5 rTi/—
de/C,, amde, rece�ived at a ch�o6ne res--'c—lua� of <O­L�
...............
YES 18--Were o--fth--opi—,aosp—hace —Sarno@es —Mtpre d an -th-e —Ne, d vluNn 15 rninuze5?
1. . . ..... . .......
TOC AV2',9'�2; lue pH Of 10;11 VDi ind raga.) d-d 0 M,� bench;h-ot
c'mo%ne r,,,,, oj,.j1,3 'fj , -1d re:-,orded c- t' -1 b:!
- - - — - - - ---- -------------------
Sarniffle, Preserva6ory (Nlusu be COMPleted foran,,, sarnpk-,(s) OcorrecNy pre3z,.r'ved or —with he3] 5
S3 fy np d 2 ( 5 ) , .
wer�� recetived incorrec0y preserved �3nci %,,,ere @'Jiusta-d arcord n-ly
(c ce one) H 5 0.. H N 0 H0 N, a 0 H
e maf P r. e 5:" rv,3 E m r 11 Pf mnre than one, j.:)rp.serva tive ts needed, no,ate ni (:ommenNs beRov
............ . ............. -- -
3 . ..................... . ... . ...... - — — ------
J
... ............. . . . ....... . ..... . . ....... .
Voa,6Ves S-3MP�E-( were received v.,'th he' . .....
adspace
COMIMENTS�
DOC Qm1, 002 ReI

RSCA — Northwest Regional WRF 06-16

.�7►�1�.'�►[ICI'Ii:i�.if1T.�1117�1T[�T►�1[>.�/:��'

DWR
State of North Carolina
Division of Water Resources
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 ofthe 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
suDnortin2 documentation
1111111511ppliii�i�
� 11 1 1111111111,1M
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).
uAless I'tke?v.1ise XQte.i" tke -'k?PYliczxt skzll 9,diAtit itxe *rip6qLal aA4 tw* c*yes *f tke 2.i,#Iicati#x gxi supy*-Ybig i+cuYje:kt?.ti*x lister -
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 are numbered to correspond to the section and item to which they refer.
Z For new or renewed permits, submit a separate certification for each source facility.
El For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
E 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:
Z Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Ma Guidance for
p . . . . .... ........ .......... ....... .... .. . ........... ...... .
Residuals Land Armlication Permits".
Z Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be izenerated, treated, processed, and stored at the facility.
Z Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item 1. 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.
Z 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 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 FOR RSC 06-16 Page I of I

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DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
1. Facility Name: Northwest Regional WRF
2. Facility permit holder is: El Federal, D State, 0 Local Government, or 0 Private.
Facility permit issued by: [E Div. of Water Resources, 0 Div. of Environmental Health,
or [] Other (explain: _).
3. Facility contact person and title: Mark Yggpg �QRC
Complete mailing address: 228 Georgetown Road
City: Jacksonville State: NC Zip: 28580
Telephone number: (2_10) 545-6877 E-mail address: [e-mail]
4. Facility physical address: 189 Mills Field Road.
City: Richlands State: NC Zip: 25574®
Coordinates: Latitude: 34' 52' 48.51" Longitude: 77' 31' 53.07"
Datum: NAD83 Level of accuracy: Hundredths of second
Method of measurement: MAP
5. Purpose of the facility:
El treatment of municipal wastewater, treatment of 100% domestic wastewater,
El treatment of potable water, Ej treatment of 100% industrial wastewater,
E] treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: % industrial and — % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: El Yes No
7. Facility permitted/design flow: 2.0 MGD and facility average daily flow: 0.250 MGD
8. Average amount of residuals being generated at this facility LO dry tons per year.
9Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Two 1,580,000 allon sequencing SBRS
Type and volume of residuals storage (i.e., outside of residuals treatment units): Nj1 A
1. Specify if residuals are regulated under:
0 40 CFR Part 503 or E] 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.1 102L6 I as:
Z Biological E] 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

. 1I111:aa amdouis Waste ]1Det'ermbnaat'ion: Complete the following to demonstrate that the residuals are non -hazardous under
11CRA:: (Note _ this Rerun does not have to be completed for facilities that are less than 05 MGD in.. design low that treat
1001/c, morn municipal, dorn'nestic wastewater only)
aa. Fire tine residuals listed i n 40 CFR §261.31•-§26133: yes 0 no.
If yes, list the rnu mber(s)u
b, Specify whether or not the residuals exhibit any ofthe characteristics defined by 40 C;FI:C §261.2.1.
261.24; 0 yes Z no.
Fill in the following times wltli the results of the lamest toxicity characteristic leaching procedure (7i CLP) analysis as
well as those for c:orroslvlty, ll; rndtaubll.b.ty, and reactivity::
Laboratory: Environmental ,,,...Chemista��...Inc. and Dante of aarnalyasl,s„ �Prll 22„ 2021.
Passed corroslvl4y test:: yes F
I no. lu ...: �:... P ..
1l sm. 2 ll < 12.5
...........
Passed t rnitabllity test: Z yes no. Flaastalnolurt:: > :180 T (> 1401F)
Passed reactivity test 0 yes [..........4no,. li-1.0 : 6.19 rrng/lc.g ( 250) 'fir H2S ...,.c- 6.. rural;/lc (500)
,rCLP Parameter
ll.,tru'dt
Result
TCLP Parameter
Liiiima,t
Result
....................................................................................................................................................._.._.....
(raug0l)
NO)
(rrr, /l)
NO)
Arsenic
5.0
L00
Hexactnlorobernzerne
-
0.13
--- ...... .......
<0..0�5
.........................................................................................................................................................................
Barium
_..
100.0
<1.00
llexaactulloro-1,. Buataaduerne
0„5
�=0.0 5
Benzene
0.5
0.01
Hexaclnloroetlnarne
3.0
<M5
Cadmium - ......
1.0
<L00
l..,eaad
5.0
< 1.00
__._,
Carbon 'retraclaloracle
0.5
-
0„01
...................................................................... ._._......... ..
Luodaarne
._
0A
.... _..... ........
<0.0005
-............... ._._................................................................
.............................................................................................................................................................................
Chlordane
..._...... .... .-..... .................
0.03
<0.02
Mercury
0„2
0.0002
..........................................................................................................................................................................................................
C" hlorobernzerae
..
100.0
<0.01
Methoxyctnlor
10„0
"' 0.0005
Chloroform
6.0
<Ul
Methyl Ethyl Ketone
200„0
0 0.5
Chromium iuum
5„0
�:1.00
Nitrobenzene
2„0
<0 05
.................................................................��...C.;re �o.p...._.-....�.....__._
200.0
�
'0.05
Perataachloro.la heraol
100.0
<0.25
.............................................................................................................................
""CII..eiA o'1
.-
200.0
<0„0.5
Pyridine
5.0
<0.0
..._..... ._._._......................................................................................... .........
la -Cresol
200.0
<'0„05
Selenium
1..0
<1.00
-..............
.... ............. -............................................................................................................................................................
Cresol
200.0
0,0 5
......... ._...................................................................................................................................
Silver
.............................. _�.
5.0
<1.00
.......................... ...................................................
2,4 fD
10.0
<0.00.3
Tetrachlorcoethylerne
........_...........................................................................................................................................................
0.7
._.........__.......... -...
<0.01
_..-.._..... ._................... ................................................
1,4Dichlorobernzerae
7..5
<0.05
__....................................
foxaapherne
..................................................... -_......_.................................. ................................................
0..5
............................................................
<0.0.5
.........................................._...............
1,2-f.Dnchloroethaaune
0.5
_.............. ....
0.01
rruchloroethylerue
0.5
C0.0'l
1,1-IDYchIor'oethyle'une
0„7
<0.0'l
2.,4,.5 'rrachloropheruol
400.0
<0.05
........................................................ _ __.........
_,4 LDurnnt:rotolurerne
...............................................-................................................................................................................................................
0.13
<0..05
° 4,6 `rrnchlorol'.ulnernol
................................._.......
2.0
0„05
.................................................
E ndrnru
0.02
<0..0005
2,4,5 1"P (Salvex)
1.0
<M03
1:lelntachlor and its Hydroxide
0.008
<0.0005
Vinyl Chloride
0.2
<0,.0I
FORM: RSC 06-16 Page 2 of 5

4. Metalls Determination: Complete one of the following tables (i.e., as applicable) to denionstrate that the residuas do not
....... . ..... . .............
violate the ceiling concentrations for metals regulated under.] 5 A N Q A Q 0 21 ..... ..... I 1 0 5...
a. For.DistributionlLand A Fill in the follow-ing table with the results off" the latest analyses (ix,, on a dry weight
............. I -
basis) for the following metal parameters:
T....aboratory: .E.nvirorun.e......n. tal....C....hem.i...sts Inc. and Date ofanalysis.ApLil
...................................................................................
Parameter
Ceiling
Monthly Average
. .
. .........
Result
Concentration Limits
Concentration Limits
(ClcissA & Classll)
(Class A On 4y)
..... . . . . ...........
(niglkg)
OngAg)
. ... . . .................. .
. .
(nip,11,g)
..... . .......... ..............
Arsenic
75
41
. .......
............................................................................................................................................................................................................
<26.1
Cadmium
85
39
�<13,0
Copper
4,300
1,500
. . .......................................................................................
...........................................................................................................................................................................................................
335.0
Lead
840
--.1 . . . . . ..........
300
...................
2 0. 7 . .......
Mercury
........................................................................................
57
17
. . . . .................... . ...... . ............................................................................
0.6170 . ....
Molybdenum
.................................................................... .
'75
. ........ ......... . ...... . .... . .....
n/a
.............................................................................................................................................
<110
Nickel
........................................................................................
420
.............................................. .... .............................................................................................
420
............. -- ... . . . .... . . . .......... . ... . ....... . .......
. ........ . .............................................................................................................................................................................................
<13.0
Selenium
. ........... . ... . ............ . ............
100
.........................................
100
............ I . .............. -.- . . ...............
<13.0
Zinc
7,500
2,800
. . ......... - ..... . .................. . ..............................................................
..........................................................................................................................................................................................................
875.0
b. Ee)rSierLaceDis)oseill.lisitLIatidI ill - weight
alb Fill in the following table with the results of the latest analyses (i.e,, on a dry
basis) for the following trietal parameters:
1.aboratory: ................................... and Date of analysis:
Distance firom Disposal
Arsenic
C11hroiiinium
Nickel
Uirdt to Bowindary to
Closest Property 1,ine
(meters, check one)
.................................. . . ....
(sang/1) �g
(inglIcg) .
....... . ................ . ...... (n I F� & �0
E] > 0 but .< 25
30
200
210
................................... . .... . .................. -.- .....................
[:] 2! 25 but < 50
........ . ......
34
-.I—...- . . ...........
220
240
.............................................................................................................................................................................
El -,-- 50 but. < 75
............................. . ....
39
. . .....
260
270
.................................... . ....... . .............. . ... .
El '75 but < 100
. . ......................................
46
. . ....................... . ..................... . ..
300
....
320
.................................
100 but < l 25
..................................................................................................................................
53
.... . . . . .. . ...... .......................................
360
... . .................. . .................................
390
.......... > l25
62
450
................................. . .......... . . ............. . . ..............
420
Result (rup glkg)
.................. . ........
L
FORM: RSC 06-16 Page 3 of 5

5.. utrieant/Micronutrient Determination.: Complete the following:
a. Total solids: 1,3.. %.
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: Environmental Chemists .Inc. and Bate of analysis: Aril 22, 2Q2_1
Parameter
Result
...................................................................................................................................................
(mg1k )
.................................................................................................................................................................
Aluminum
38,200.00
Ammonia -Nitrogen
l,190.00
Calcium
12,900,00
Magnesium
1,280.00
Nitrate -Nitrite Nitrogen
_............................................................................................................................. _...... _.......
4.21
pFl (Standard Unit)
6.88
Phosphorus
31,000.00
Potassium
2,310.00
Sodium
2,980,00
Total Kjeldahl Nitrogen
36,500..00
c. Using the results lasted in Item 11. 5b. above, calculate the sodium adsorption ration (SAR): 1.30
[Mote: if residuals contain SAP 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 (PAPS) of the residuals: 30 %. This
rate is a (check one): Z default value, or D 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: N.M.A.
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Appulication. Method First (111) Year PAN Five -Fear
Maximum Adjusted PAN
Surface 11,192 17,.55.5
Injection/Incorporation 11,787 18,150
6. 01h2f Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: ItSC 06-16 Page 4 of 5

,III I 111111111111 1111111 OF 11, 111 !11 1111111 11111111110
milIll ..... ......... - ��Mrliii .1111111111 1 111 111 11111 �111 I III
a. Foi-DistribittioiilLand4ppEtcatiotioLClass AorEgitivalent,
El A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
El 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):
E] Alternative I [I 5A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
E] Alternative 2 [15A NCAC 02T. I 106(b)(3)(13)] - Alkaline Treatment.
EJ 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.
E] Alternative 5 [15A NCAC 02T. I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: El composting, El heat drying, El heat treatment,
E] thermophilic aerobic digestion, El beta ray irradiation,
E] gamma ray irradiation, or El pasteurization.
b. For land Application of Class B:
0 Alternative I [15A NCAC 02T. I 106(c)(1)] - Fecal Coliforin Density Demonstration.
Alternative 2 [154 NCAC 02T. I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: n aerobic digestion, EJ air drying, E] anaerobic digestion,
El composting, or 0 lime stabilization.
c. for_Sure isosal acDp., f _
El Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
El Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
EJ Exempt -If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.1 106(a)(2)].
E] Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
El Alternative I [15A NCAC 02T.1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
El Alternative 2 [15A NCAC 02T.1 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
El Alternative 3 [15A NCAC 02T.1 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
El Alternative 4 [15A NCAC 02T. I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
El Alternative 5 [15A NCAC 02T. I 107(a)(5)] - 14-Day Aerobic Processes.
0 Alternative 6 [15A NCAC 02T. I 107(a)(6)] - Alkaline Stabilization.
EJ Alternative 7 [15A NCAC 02T. I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T. I 107(a)(8)] - Drying of Unstabilized Residuals.
E Alternative 9 [15A NCAC 02T. I 107(a)(9)] - Injection.
0 Alternative 10 [ I 5A NCAC 02T. I 107(a)(I 0)] - Incorporation.
El Alternative for Surface Disposal Units Only - Soil Other Material Cover [15ANCAC 02T.1 107(b)(2)].
El 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

Facility Vicinity Map

t "'d)
6,
'iLA
St
A'e
a.
ah,
v
(77
O
i�hlands'f
"
V
V CIA
9i
so
NN
M
GT 90"'
mcfoss,03d
SCALE 1 1,500 ft
CHECKED By: RT'13
DRAWN By: R1'B
DATE: 10/27/2022
Z
Northwest Regional WRF
A
Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P
NRCan, Esn Japan, METI, Esd China (Hong Kong), Esd Korea Esd
(Thailand), Mapmyindia, NGCC, @ OpenStreetMap contributors, and the
GIS User Corrimunitv
Triple S Farms
Onslow Water and Sewer Authority
Northwest Regional WRF
I

Process Flow Diagram and Narrative

WASTEWATER TREATMENT PLANT PROCESS
are sent to the 614,000 gallon aerated sludge holding tank. Lime stabilization will occur in the sludge

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MCHARD E. ROGERS.
NNUMPIM
E��
DAVID M. MOHR, PE — CHIEF OPERATIONS OFFICER
ONSLOW WATER AND SEWER AUTHORITY
228 GEORGETOArNT ROAD
JACKSONVILLE, NORTH CAROLINA 28540
Subject: Permit No. WQ0034367
Northwest Regional WWTP
High -Rate Infiltration System
Onslow County
In accordance with your penult renewal request received April 7, 2022, we are forwarding herewith
Pennit No, WQ0034367 dated July 1, 2022, to Onslow Water and Sewer Authority for the continued
operation of the subd high -rate infiltration facilities.
The following modifications to the sub�ject permit are as follows- the reclaimed water generation
and bulk distribution facilities have been removed from the facility description and Attachment A. Permit
requirements associated with reclaimed water generation and bulk distribution have also been removed.
This penult shall be effective from the date of issuance through February 28, 2029, shall rep.lat%-
Pen-nit No. WQ0034367 issued March 20, 2020, and shall be sub�ject to the conditions and limitatio
therein. The Permittee shall submit a renewal application no later than September 1, 2029. 1
Please pay attention to the momtoning requirements listed Attachments A, B, and C 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.
The Division has removed the following permit conditions since the last permit issuance dated
March 20, 2020:
Old Condition 1.1 —'Phis condition has been removed because the Engineering Certification
was received July 1, 2022.
Old Condition 1.2 — This condition has been removed because installed modifications have
been inspected.
Old Condition 1.3 — This condition has been removed because the Final Operation and
Maintenance Plan was received July 1, 2021
Old Condition 1.4 — This condition has been removed because reclaimed water bulk distribution
has been removed from this permit.
Old Condition Il. I — This condition has been revised as the facility no longer operates a
reclaimed water program.
North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street W7 Mail Service Center Raleigh. North Carolina 27699 1617
919.707.1)000

Mr. David M. Mohr, PE
July 1, 2022
Page 2 of 2
Old Conditions 11.6-11, 14 — These conditions have been removed as the facility no longer
operates a reclaimed water program.
Old Conditions IIIA 7, 10, 21-29 — These conditions have been removed as the facility no
longer operates a reclaimed water program.
Old Condition IVA — This condition has been revised as the facility no longer operates a
reclaimed water program.
Old Conditions IV.5, 14.(c), 14.(e) — These conditions have been removed as the facility no
longer operates a reclaimed water program.
Old Condition V.3 — This condition has been revised as the facility no longer operates a
reclaimed water program.
Old Condition VA — This condition has been removed as the facility no longer operates a
reclaimed water program.
Attachment A, PPI 005 — Monitoring requirements for reclaimed water have been removed.
The following permit conditions are new since the last permit issuance dated March 20, 2020:
Condition 111. 10 — This condition is required as a portion of the facility falls within the 100-
year flood plain.
Attachment A, PP1001 — Monitoring requirements for the wastewater treatment plant effluent
have been revised to match the requirements in 15A NCAC 02T.0705.
Attachment A, PPI 002 — Monitoring requirements for groundwater lowering system effluent
parameters have been reduced to 3 x Year.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an ad�judicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this pen -nit shall be final and binding.
If you need additional information concerning this permit, please contact Lauren aup-Plummer at
[phone] or Lauren. P lumm ei-0).ncd en r. eov.
Sincerely,
-3c Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Onslow County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Patrick Beggs — Protection and Enforcement Branch (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

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
M11 11 � I � 13 � Is � 11 1� ii � i, � � ii � �i � I I I � � i � � i
'ILMSIOW W., ater and Sewer Authorit
Onslow County i
operation of a 1,272,973 gallon per day (GPD) wastewater treatment and high -rate infiltration facility
C,
consisting of the:
Jul
IM 11111111wil 1111MMIOW,�l
manually -cleaned coarse screen, a flow splitter box; an influent composite sampler; two 1,830,000 gallon
sequencing batch reactors (SBRs) served by five 1,156 CFM positive displacement blowers, three 9,886
GPM axial flow *et motive um s an SBR influent tr sfer um station with two 3 400 GPM centrifu al
_F
T1 g7JMTPb
1rumps, a post flow equalization basin flow meter; two tertiary disc filter units with one 5,000 GPM
backwash water supply tank, two 98 GPM primary backwash pumps, and two 98 GPM auxiliary backwash
pumps- a 3,472 GPM ultraviolet (UV) disinfection system consisting of a 1,000 gallon open -vessel UV
tank with three banks in series each containing 32 UV lamps per bank (96 lamps total); a 75,000 gallon
chlorine contact basin served by a 2,500 gallon sodium hypochlorite tank with two 30 gallon per hour
(GPH) peristaltic chemical metering pumps; an 11,500 gallon effluent pump station with three 1,850 GPM
submersible pumps- an effluent residual chlorine analyzer; an effluent sampler with a hose pump-, a
turbidimeter; a 1,506 kilowatt (kW) automatically activated auxiliary generator; an alum feed system with
a 7,000 gallon tank and three 40 GPH yeristaltic chemical mete i — ' sodium hydroxide feed system
with a 10,000 gallon tank and three 40 GPH peristaltic chemical metering pumps-, a micro-C glycerin feed
systemwitha 10,000 gallon tank and two 40 GPH peristaltic chemical metering pumps; two synthetically -
lined 5-day upset basins served by the aforementioned plant drain pump station with both basins having an
effective volume of 2,734,829 gallons; and all associated piping, valves, controls, and appurtenances" the
continued operation of a non -potable reuse system for internal use within the treatment plant works deemed
permitted pursuant to under 15A NCAC 02U .01 13(a)(16) and consisting of. two 170 GPM submersible
pumps; two 800-gallon steel hydropneurnatic tanks-, and all associated piping, valves, controls, and
appurtenances-, the
WQ0034367 Version 3.0 Shell Version 200201 Page 1 of 11

continued operation of a 1,272,973 GPD high -rate infiltration system consisting of. four effluent flow
meters each serving an individual high -rate infiltration basin; high -rate infiltration basin A with an
infiltrative area of 2.365 acres and a loading rate of 8.736 gallons per day per square foot (GPD/ft) ; high -
rate infiltration basin B with an infiltrative area of 1.725 acres and a loading rate of 3.286 GPD/ft2 ; high -
rate infiltration basin C with an infiltrative area of 1.725 acres and a loading rate of 0.720 GPD/ft2 - high -
rate infiltration basin D with an infiltrative area of 1. 174 acres and a loading rate of 1.407 GPD/ft2; and all
associated piping, valves, controls, and appurtenances; and the
continued oi)eration of a 482,632 GPQ groundwater lowerma system consist . o f -. aDD oroxim ate 1, 33 3333' 5300
dim 0 MMUSYM
I-IU4- �_*Jrlvp WIN c t
all associated piping, valves, controls, and appurtenances
to serve the Northwest Regional WWTP, with no discharge of wastes to surface waters, pursuant to the
application received April 7, 2022, and in conformity with the Division -approved plans and specifications
considered a part of this permit.
This pen -nit shall be effective from the date of issuance through February 28, 2029, shall replace Permit
No. WQ0034367 issued March 20, 2020, and shall be subject to the following conditions and limitations:
1. SCHEDULES
1. The Pennittee shall request renewal of this permit on Division -approved forins no later than September
1, 2028. [15A NCAC 02T.0 I 05(b), 02T.0 1091
1. The Pennittee shall maintain and operate the subject non -discharge facilities so there is no discharge
surface waters, nor any contravention of groundwater or surface water standards. In the event t
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improp
operation and maintenance, or failure of the infiltration areas to assimilate the effluent, the Perrmitt
shall take immediate corrective actions, including Division required actions, such as the constructi �] of additional or replacement wastewater treatment or disposal facilities. [15A NCAC 02
.0108(b)(I)(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. [15ANCAC 02T.0108(b)(1)(A)l
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 .01081
4. Effluent quality shall not exceed the limitations specified in Attachment A. [15ANCAC 02T.0705(b)]
5. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [t5ANCAC 02T.0705(m)]
6. High -rate infiltration sites permitted on or after December 30, 1983 have a compliance boundary that
is either 250 feet from the infiltration area, or 50 feet within the property boundary, whichever is closest
to the infiltration area. 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(d)(2), 02L .0107(b), 02T143-
215.
WQ0034367 Version 3.0 Shell Version 200201 Page 2 of 11

Justification for Residuals Production Rate

JUSTIFICATION FOR WWTP RESIDUALS PRODUCTION RATE
a moo m M-11M no"Im. lymorITIM111111M.10
the past, will be sufficient.

Residuals Sampling Plan

Annually, multiple grab residual solid samples are collected from the sludge holding tank. The
samples are composited for nutrient and metal analyses. The composited sarnple is mixed to keep t
solids suspended and containers filled for this analysis. Lime stabilization occurs when the slud
t holding tank reaches capacity. Lime is added to reach proper stabilization requirements for vec I
attraction and pathogen reduction. Field measurements of pH and temperature are collected for ea
stabilization event to insure pH requirements are met. pH values are later temperature corrected.
Annually, or when the residual solids are to be land applied if application occurs less than annually,
a composite residual solid sample will be analyzed for: Arsenic, Cadmium, Copper, Lead, Mercury,
Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia — Nitrogen, Calcium, Nitrate -Nitrite,
Nitrogen, Magnesium, % Total Solids, pH, Phosphorus, Potassium, TKN, and Sodium. From this
information, the Plant Available Nitrogen (PAN) will be calculated. Annually, a composite TCLP
sample will be collected to include:
Arsenic
Hexachlorobenzene
ph for Coffosivity
Barium
Hexachloro-1,3-Butadiene
Benzene
Hexachloroethane
Flash point for ignitability
Cadmium
Lead
Carbon Tetrachloride
Lindane
Sulfides and Cyanides for reactivity
Chlordane
Mercury
1,2-Dichloroethane
Chlorobenzene
Methoxychlor
IJ-Dichloroethylene
Chloroform
Methyl Ethyl Ketone
2,4-Dinitrotoluene
Chromium
Nitrobenzene
Endrin
m-Cresol
Pentachlorophenol
Heptachlor and its Hydroxide
o-Cresol
Pyridine
Trichloroethylene
p-Cresol
Selenium
2,4,5-Trichlorophenol
Cresol
Silver
2,4,6-Trichlorophenol
2,4-D
Tetrachloroethylene
2,4,5-TP (Silvex)
1,4-Dichlorobenzene
Toxaphene
Vinyl Chloride

Analytical Data From Northwest Regional WRF
TCLP, Fecal and Nutrient & Metal

0"
Environme
ntal Chernists, Inc.
6602 Windmill Way, Wilmington, NC 28405 - 910.392-0223 Lab - 910-392.4424 Fax
SK 710 Bowsertown Road, Manteo, NC 27954 a 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 285A-0 ® 910 347.5543 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS info@eiiiironnieiitilch-,,iiists.com
Onslow Water & Sewer Authority
Date of Report: Apr 22, 2021
228 Georgetown Road
Customer PO #:
Jacksonville NC 28540
Customer ID: 08100092
Attention: Mark Young
Report #: 2021-04952
Project ID: Northwest Reg. WRIF
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
21-12243 Site: Sludge
3/25/2021
9:42 AM Solid/Sludge Mark Young
Test
Method
Results Date Analyzed
Chlordane (TCLP)
SW 846 Method 8081B/3510
<0. 02 mg/L
04/08/2021
Endrin (TCLP)
SW 646 Method 8081813510
<0.0005mg/L
04/0812021
Heptachlor (TCLP)
SW 648 Method 8061813510
<0.0005 mg/L
04108/2021
Heptachlor epoxide (TCLP)
SW 845 MeU,.od 60W813510
<0.0005 mg/L
04108/2021
Lindane (TCLP)
SW 646 Method 806 1 S13510
<0.0005 mg/L
04108/2021
Methoxychlor (TCLP)
SW 846 Method 806I5/3510
<0.0005mg/L
04108/2021
Toxaphene (TCLP)
SW 846 Method 8081B13510
<0.05 mg/L
04108/2021
1,4-Dichlorobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
04/07/2021
2.4,5-Trichlorophenol (TCLP)
SW 846 method 627013510
<0.050mg/L
04/07/2021
2.4,6-Trichlorophenal (TCLP)
SVV 846 method 82701351 a
<0.050 mg/L
04/07/2021
2,4-Dinitrotoluene (TCLP)
SW 646 method 827013510
<0.050mg/L
04/07/2021
Cresol (TCLP)
SW 646 method 6270135 10
<0.050 mg/L
04/07/2021
Hexachloro-1,3-butadiene (TCLP)
SW 845 method 827013510
<0,050mg/L
04/07/2021
Hexachlorobenzene (TCLP)
SW 846 method 827013510
<0,050 mg/L
04107/2021
Hexachloroethane (TCLP)
SW 846 method 827013510
<0.050 mg/L
04/07/2021
rn + p-Cresal (TCLP)
SW 646 MOhod 827013510
<0.050 mg/L
04107/2021
Nitrobenzene (TCLP)
SW 046 method 827013 510
<0.050 mg1L
0410712021
o-Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
04/07/2021
Pent achlorophenol (TCLP)
SW 646 method 027013510
<0.250 mg/L
04107/2021
Pyridine (TCLP)
SW 846 method 827013510
<0.050 mg/L
04107/2021
2,4,5-TP (TCLP)
SWB4 6 Method 8 IS I A
<0.003 mg/L
04/12/2021
2,4-D (TCLP)
SW846 Melhod 8151 A
<0.003mg/L
04/12/2021
1,14Dichloroethylene (TCLP)
SW846 Method 5250/5030
<0.01 mg/L
04/06/2021
1,2-Dichloroethane (TCLP)
SVV846 Meftd 826015030
<0-01 mg/L
04/06/2021
Benzene (TCLP)
SW046 Method 8260t5030
<0.01 mg/L
04/06/2021
Carbon Tetrachloride (TCLP)
SW046 Method 826015030
<0.01 mg/L
04106/2021
Report P: 2021-04952

ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, WilmLngton, NC 28405 - 910.392.0223 Lab - 910.392.4--424 Fax
710 Bowsertown Road, Nfanteo, NC 27954 a 252.473.5702 Lab/Fax
?-55-AWilniingtonHigliway,J,Lckson�,ille,NC28540 - 910.347,5843 Lab/ Fax,
info@etiviroiiment,ilcilemists,com
Onslow Water & Sewer Authority
DSte ofRepart® Apr 22,2021
228 Georgetown Road
Customer
Jacksonville NC
28540
Customer ID: 08100092
Attention: Mark Young
Report #., 2021-04952
Project ID: Northwest Reg. WRF
Chlorobenzene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
04106/2021
Chloroform (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
04/06/2021
Methyl ethyl ketone (TCLP)
SW046 Method 826015030
<0.05 mg1L
04/06/2021
Tetrachloroethylene (TCLP)
SW846 Method 825015030
<0.01 mg/L
04/06/2021
Trichloroethylene (TCLP)
SW845 Method 8260/5030
<0.01 rng/L
0410612021
Vinyl Chloride (TCLP)
SW846 Me!hod 826015030
<0.01 mg/L
04/0612021
RCI
Cyanide
SM 4500 CN D
6.19 mg/kg
0312912021
Sulfide
SM 4500 S D
2.96 mg/kg
03/3012021
Ignitability
SW 846 Melaod 1010
>160"F
04/05/2021
Sludge Residuals
Aluminum
EPA 200.7
38200 mg/kg
03/29/2021
Arsenic
EPA2007
<26-1 mg/kg
03/31/2021
Cadmium
EPA2007
<13.Omg/kg
03/2912021
Calcium
EPA2007
12900 mg/kg
03/29/2021
Chromium
EPA2007
26.4 mg/kg
03/29/2021
Copper
EPA 200.7
335 mglkg
03/29/2021
Lead
EPA 2QD7
20.7 mg/kg
03/2912021
Magnesium
EPA2007
1280 mg/kg
03/29/2021
Molybdenum
EPA2007
< 13. 0 mg/kg
03/2912021
Nickel
EPA 200 7
<13.Omg/kg
03/29/2021
Potassium
EPA 200 7
2310 mg/kg
03/29/2021
Selenium
EPA No 7
< 13.0 mg/kg
03129/2021
Sodium
EPA2007
2980 mgikg
03/2912021
Zinc
EPA2007
875 mg/kg
0312912021
Nitrate+Nitrite-Nitrogen
EPA 353 2
4.21 mg/kg
03/30/2021
Total Solids
SM 2540 B
3.80%
03/27/2021
pH
Ski 4500 H B
6.88 units
03/30/2021
Ammonia Nitrogen
SM 4500 NH3 C
1190mg/kg
03131/2021
Total Kjeldahl Nitrogen (TKN)
SM 4500 Org 6
36500 mg1kg
03/30/2021
Report 0 2021-04952
n_®_
. -1 E

Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 o 910.392,0223 Lab @ 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 ® 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 9 910.347.3843 Lab/Fax
ANALYTICAL & CONSULTING CHENSTS irifoo.crivironnientalchenlists com
Onslow Water & Sewer Authority Date of Report., Apr 22, 2021
228 Georgetown Road Customer
Jacksonville NC 28540 Customer ID: 08100092
Attention: Mark Young Report #: 2021-04952
Project ID: Northwest Reg. WRF
Total Phosphorus SM 4500 P F 31000mg/kg 04/07/2021
Mercury SW84 6 74718 0.6170 mg/kg 03/30/2021
TCLP Metals
Arsenic
EPA 200.7
<1.0 mg/L
0012/2021
Barium
EPA 200.7
< 1.0 mg/L
04/1212021
Cadmium
EPA 200.7
<1.0 mg/L
04112/2021
Chromium
EPA 200.7
<1.0 mg/L
04/12/2021
Lead
EPA 200.7
<1.0mg/L
04112/2021
Selenium
EPA 200.7
<I.OmglL
04/12/2021
Silver
EPA 200.7
<1.0 mg/L
0411212021
Mercury
EPA 245.1
<0.0002 mg/L
04/13/2021
Comment:
Sludge residual results, except pH, reported on a dry weight �basispH
reported on an as received
basis 8151 LCSILCSD/MS Recoveries low.
Reviewed by:
AL��`�
Remi *.- >wi.ndQ--)

Facility:
Source:
Location:
Contractor:
Type of Analysis:
Report No:
Date Sampled:
Date Reported:
Reporting Period:
Parameter
Solids*
Nitrogen (TKN)*
Phosphorus
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia Nitrogen*
Nitrate N / Nitrite N*
Cadmium
Chromium
Nickel
epic
Selenium
pH
Calcium Carbonate Eq.
Oruanic Nitrogen
Chloride
Boron
Available P205
Specific Gravity
Facility
Type of Stabilization: Lime
%
PPM
EPA
Dry Weight
Monthly Limits
3.800
3.650
36,500.00
3.100
31,000.00
0.231
2,310.00
0.00
1.290
12,900.00
0.128
1,280.00
0.298
2,980.00
---
3 8,200.000
---
335.000
1,500
---
875000
2,800
0.119
1,190.000
---
4.210
___
13.000
39
---
26.400
1,200
_--
13.000
420
___
20.700
300
---
26.100
41
- - -
0617
17
---
13000
100
6.880
0.000
3.531
---
13.000
75
8.340

Water Reclamation Facility
NW Reg WRF
Richlands, NC
Triple S Farms
Annual 2021
Date Reported:
4/22/2021
Report No:
NWR E2021-04952
Note All Units in Pounds Per Dry Ton
Macro Nutrients
Physical Characteristics
PAN Surf.
22.384
% Solids
3.80
PAN Inj.
23.574
pH
6.880
P
62.000
Min Rate
0.300
K
4.620
Lime (estimated)
0.000----
Secondary Ilutrients
Manganese
UT,
�Alq
MI

Northwest
Regional 1 WRF
NW •
eg WRF
NPDES Permit It I 1 ,,
Environmental Chemists,
Inc.
Lab
Date Analyzed
Most ;Probable Number
Log
per gram
1
6/06/2022
78
1.892
2
6/06/2022
76
1.881
3
6/06/2022
75
1.875
4
6/06/2022
216
2.334
5
6/06/2022
71
1.851
6
6/06/2022
74
1.869
7
6/06/2022
448
2.651
Totall 14.3.54
Averagel 2.051
Most Probable Number / Gram 112 Fecal Coliform
Fecal Coliform values are less than 2,000,000 and meets the Class B pathogen / 1
requirement
Data provided in this summary have been used for the values and geometric means
reported 1 on the Annual Pathogen 1 Vector AttractionReduction Ff+ for 1',
application event.

En,viroximental Chemists, Inc.
66(Q V"'inchwii I q Vvwy,1\1011116nghum, I!, :,14CD� 910 3)20,221 Li,O OW 1111244?4 Fax
M,Po!;Selliov�, r I; Ru')d, N,Aaraeo, PJCT°154 25 473,15'1:'021
Y;-; 1758
nl� NC 28540 H) 3, 4 '3 1b,," 11
a
Onslow Water & Sewer Authority
Date of Report: Jun 14, 2022
228 Georgetown Road
Customer PO #:
Jacksonville NC 28540
Customer ID: 08100092
Attention: Mark Young
Report #: 2022-10300
Project ID: Northwest RWRF Digester
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
22-24910 Site: Digester #1
6/6/2022 10:58 AM Solid/Sludge Young/Baker
Test
Method
Results Date Analyzed
Total Solids
SM 2540 B
Z33% 06/07/2022
Fecal Density
SM 9221C E-2014 <78 MPN/g 06/06/2022
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
22-24911 Site: Digester #2
6/612022 11:00AM Solid/Sludge Young/Baker
Test
Method
Results Date Analyzed
Total Solids N
SM 2540 B
2.37% 06/07/2022
Fecal Density
SM 9221C E-2014 <76 MPN/g 06/06/2022
Lab ID Sample ID:
Collect DatefTime Matrix Sampled by
22-24912 Site-. Digester #3
61612022 11:01 AM Solid/Sludge Young/Baker
Test
Method
Results Date Analyzed
Total Solids (%)
SM 2540 B
2.67 % 06/07/2022
Fecal Density
SM 9221 C E-2014 75 MPN/g 06/06/2022
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
22-24913 Site: Digester #4
6/6/2022 11:03 AM Solid/Sludge Young/Baker
Test
Method
Results Date Analyzed
Total Solids (%)
SM 2549 B
2.09% 06/07/2022
Fecal Density
SM 9221C E-2014 216 M P N/g 06/06/2022
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
22-24914 Site: Digester #5
6/6/2022 11-04AM Solid/Sludge Young/Baker
Test
—Method
Results Date Analyzed
Total Solids (%)
SM 2540 B
2.57% 06/07/2022
Fecal Density
SM 9221C E-2014 71 MPN/g 06106/2022
Repod # 2022-103M.) Page 1 of 2

ANALYTICAL & CONSULTING U-1EMISTS
Environmental Chem 111111,4sts, Inco,110
t\llii idnnul INI ln J11 2:N`W in 1:, 1 M (122 3 'U a - 9 11 11.11 ',92 4 4 4 Fia
7U0 1 ��ooc�, N Lwdeo, Z"ll 2521 El;',1,57,02 I
jad,sonviflu, V'',JC 281540
lnllb,:CHI, H oom
Onslow Water & Sewer Authority Date of Report: Jun 14, 2022
228 Georgetown Road Customer
Jacksonville NC 28540 Customer ID: 08100092
Attention: Mark Young Report #: 2022-10300
Project ID: Northwest RWRF Digester
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
22-24915 Site: Digester #6 6/6/2022 11:05 AM Solid/Sludge Young/Baker
Test Method Results Date Analyzed
Total Solids SM 2540 B 2.46% 06/0712022
Fecal Density Sty 9221C E-2014 74 MPN/g 06/06/2022
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
22-24916 Site: Digester #7 6/6/2022 11e07AM Solid/Sludge Young/Baker
Test Method Results Date Analyzed
Total Solids M SM 2540 B 146 % 06107/2022
Fecal Density SM 9221C E-2014 448 MII 06/06/2022
Comment:
Reviewed by:
A
Re;nn#, 2022-10300 Page 2 of 2

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Environmental! Chemist, Inc., Mrinfington, NC Lab #94
Sample Receipt Checklist
Client:5 LO W Date: e Report Number:
Receipt of sample:
�B
�0 YES 10j—rift
6602 Windmill Way
Wilmington, NC 28405
91CIA92M23
ECHEM Pickup Client Delivery 0 JUPS 0 FedEx 0 -- Other - 0
--]
. ..........
1 If custody seals were present, were they intact/unbroken? ... . .. .......
. ... .............
N/A L ere custody seals present on the cooler?
...............
N/A
Original temperature upon receipt C Corrected temperature upon receipt
. . ............. . . .......
p-—
How temperature taken: 0 Temperature BBlankAainst Bottles
lR Gun ID: Thomas Traceable
YES
64 YES
Q YFS
5k .... ..........YES... —
11 YES
b--yF---
I
NO
NO
K-O
140
i7o-
i70-
9.
10
11
12
13
14
15
16
17
18
IN 192511657 IR Gun Correction Factor 'C: 0.0
if temperature of cooler exceeded VC, was Project Mgr,/QA notified?
..... . ....
Were proper custody procedures (relinquished/received) followed?
Were sample Offs listed on the COO
Were samples ID's listed on sample containers?
Were collection date and tir-ne listed on the COC?
WL-re-t-es—tq to be —perfo—rrned listed on the COC?
........ .....
Did samples arrive in proper containers for each test?
Md r--irnnlps arrive in good crnditicir fnr elrh Post?
. .. . ...................
Was adequate sample volume available?'
..... . ................
Were samples received within proper holding time for requested tests?
Were acid preserved samples received at a pi. -I of <2?
Tv-ereCyanide samples received at a pH >12'?
Were sulfide samples received at a pH >9?
. . . . . . .........
Were Ni-.13/TKN/Phenol received at a chlorine residual of <0,5 m/t.?
....... . . .........................
Were Sulfide/Cyanide received at a chlorine residual of <M M/L?
°Were orthophosphate samples filtered In the field within 15 minutes�
TOC/Volatifes are pH checked at time of analysis and recorded on the benchsheet
Bacteria samples are checked for Ch orine at time of analysis and recorded on the benchshee,,
Tam7pe'Freservadon, (N17t. be completed for any sample(s) incorrectly preserved or with headspace)
Sample(s) were received incorrectly preserved and were adjusted accordingly
by adding (circle one): I,12so, HNO3 HCl NaOH
Time of preservation: If more than one preservative is needed, notate in comments below
Note- Notify customer s2rvice immediate'y for ircorrectIV prPsmed samples. Obtain a new 5arnp�e or
notify the state lab if directed to anaayzed by the customer, Who was notified, date and trme:
I ...................
Volatiles....................Sample(s) .._......_........._were received with headspace
. ... . .......... . ....... . ....... . . . . ....
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DOC. QA,002 Rev 1
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