WQ0003299_Renewal Application_20221116

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR) * WQ0003299
ApplicantlPermittee Town of Seaboard
ApplicantlPermittee Address R O. Box 327, Seaboard, NC 27876
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type
Facility Name
County
Fee Category
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Municipal
Town of Seaboard WWTF
Northampton
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
$0
Below list any additional email address that need notification about a new project.
... ... ..
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Cecil G. Madden Jr.
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
[phone]
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Permit Number: *
WQ0003299
Has Current Existing permit number
Applicant/Permittee*
Town of Seaboard
Applicant/Permittee Address*
P. O. Box 327, Seaboard, NC 27876
Facility Name*
Town of Seaboard WWTF
Please provide comments/notes on your current submittal below.
The application was originally submitted on June 7, 2022.
Review comments were provided on August 24, 2022.
We attempted to respond by Email on September 12, 2022.
The application was returned on November 15, 2022.
High -Rate Infiltration
Reclaimed Water
Residuals
Other
The attached pdf includes the original application submittal and the response to your review
comments.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Seaboard Original Submittal and Responses to Add Info
11.27MB
Request.pdf
Upload only 1 PDF document (less than 250 Me). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:

NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 11/16/2022

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Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEM — RENEWAL,
FORM: WWIS-R 02-21
Pursuant to 15A N('Ad'° 0 "'I _jjP7 b , if the application does not include all required information and the necessaay supporting
documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15A
NCAC OTT .0I00, 15A NCAC 02T ,0500, and Division Polities. For more information, visit the Water Quality Permitting
Section's Non -Discharge Branch website. The Applicant shall submit an electronic copy of the application and attachments
uploaded as a single Portable Document Format (PDF) file to hit as;i aanch.-Subtl ttal-
Form-Vert, or emailed to Non-Dischar° e.Re orts(ii. n tta��ir. X ov if less than 20 megabytes (MB).
SECTION I — APPLICANT INFORMATION
I . Applicant: Town of Seaboard
2. Permit No,: WQ003299
3. Signature authority: Geraldine Langford
Phone number: [phone] Select
Title: Mayor
Email: [e-mail]
mediacombb.net
4. Mailing address: P. O. Box 327
City: Seaboard
State: NC Zip: 27876-
5. Contact person: Geraldine Langford
Primary phone number: [phone] Select
Email: [e-mail]
Secondary phone number: ( ) - Select
SECTION II — FACILITY INFORMATION
1. Physical address: 130 Williams Street County: Parcel No.: 0801539
Northampton
City: Seaboard State: NC Zip: 27876-
2. Treatment facility coordinates to the sixth decimal degree:
Latitude: 36.4990 Longitude:-77.438' Method: Unknown
SECTION III — FLOW INFORMATION
1, Permitted flow: 134000 GPD (The maximinn allowable, flow based on what has been permitted)
2. As -built flow: 134000 GPD (The maximum allowable flow based on 1j,hat has been constructed)
3. Average flow: 139697 GPD (The average of all reported flows on the previous calendar year's NDAlIRs)
4. Hydraulic capacity: 104 % (Divide the average flow in Item 3 by the As -built flow in Item 2)
5. Wastewater composition: Domestic: 100 % Industrial: 0 % Stormwater: 0 %
SECTION IV — BILLING INFORMATION
1, Billing address: P. O. Box 327
City: Seaboard State: NC Zip: 27876-
2. Verify the Applicant does not have any overdue annual fees:
)cett s:/fdec.cec.zowlAnlacatatfcaviratl�/water ceeatarce5/rvlt::etrlsrcn.t?,atlnut5vvq.a.p:lyr�ecea1.5
Pursuant to 1�5,. _NCA_w C12T' ,O1'20 , , permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.
FORM: WWIS-R 02-21 Page 1 of 6

1. ORC: Jeffrey Carl Long Sr.
Grade: SI
Certification No.: 993135
Mailing address:
City!
State:
Zip:
Phone number: Select
Email:
2. Back -Up ORC:
Grade:
Certification No.:
Mailing address:
City:
State:
Zip: -
Phone number: Select
Email:
1. List all open -atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if
necessary.
Type
Parcel No.
Volume (gal)
Liner Type
Freeboard (ft)
Latitude
Longitude
Treatment
0801539
1,954,000
Unknown
2
36.49880
-77.43250
Treatment
0801539
1,954,000
Unknown
2
36.50550
-77.41680
Treatment/Storage
0801539
1,500,000
Unknown
2
36.49970
-77.43410
Storage
0801539
4,425,000
Full, synthetic
2
36.50070
-77.43360
qT
1. List all wastewater permits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permit.
Attach additional sheets if necessary.
Permit Type
Permit No.
Relationship Type
Select
N/A
Select
Select
N/A
Select
Select
N/A
Select
Select
N/A
Select
1. List all groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary,
Well Name
Parcel No.
Status
Gradient
Location
Latitude
Longitude
MW-6
0800803
Inactive
Downgradient
Select
36.5017020
-77.4369080
MW-7
0800803
Inactive
Upgradient
Select
36.4994080
-77.440830
MW-8
0800833
Inactive
Upgradient
Select
36.4969020
-77.4389040
MW_9
0802372
Inactive
Downgradient
Select
36.40720
-77.4347090
MW-10
0802792
Inactive
Downgradient
Select
36.5017020
-77,433030
Select
Select
Select
0
- 0
Select
Select
Select
0
- 0
Select
Select
Select
0
- 0
Select
Select
Select
0
- 0
Select
Select
Select
0
- 0
Select
Select
Select
0
- 0
FORM: WWIS-R 02-21 Page 2 of 6

1. List all irrigation fields associated with the renewing permit. Attach additional sheets if necessary.
Field
County
Parcel No.
Deeded Owner
Area
Cover Crop
Latitude
Longitude
1
Northampton
0800833
Town of Seaboard
11.70
Trees
36,4999"
-77.4383°
2
Northampton
0800833
Town of Seaboard
11.70
Trees
36.49850
-77.4393°
3
Northampton
0802372
Town of Seaboard
11.70
Trees
36,49790
-77.4369°
0
O
0
O
0
O
0
O
0
O
O
0
O
O
0
0
0
0
O
0
O
O
O
O
O
O
0
0
O
0
O
O
O
O
O
O
O
O
O
0
0
O
O
O
0
0
0
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total Acreage:
35.1
FORM: WWIS-R 02-21 Page 3 of 6

ATTACHMENT A — SITE MAP
Was the facility originally permitted or had a major modification issued after September 1, 2006?
❑ Yes — Pursuant to 1,5A NCAC 02I 0105f jl, submit a site map pursuant to the requirements in 15A Cy!(, ( 1_02 _Ck,`���4 0). These
requirements are:
❑ A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent oftotal site relief and showing
all facility -related structures and fences within the wastewater treatment, storage, and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
❑ 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 all wastewater treatment, storage,
and irrigation sites.
❑ Delineation of the compliance and review boundaries per 95,E NCAC 021, ;O107 and 0:1�08, and V 521k NrC;r�t.�` 0""1" .G_ .D i;b�a),
if applicable.
❑ Setbacks as required by 1_?A Cfit , 021 .0 0 .
❑ Site property boundaries within 500 feet of all wastewater treatment, storage, and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage, and irrigation sites.
® No — Skip Attachment A.
ATTACHMENT B — SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section I, Item 3 meet the requirements pursuant to 1 5Nti;'AtC 02'11..,,_t ,1__Q6_.(b)?
® Yes — Skip Attachment B.
❑ No — Submit a c elp ticrrr. �a tt r pursuant to ,'9 A NC"A,C02 ,;,O G„ff j6jq�) authorizing the signature authority to sign.
ATTACHMENT C — FLOW REDUCTION
Does the existing permit include an approved flow reduction?
❑ Yes — Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow
contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the approved
flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in 15,,
P�i,_LA_(7 02 L_.9 1 .
® No — Skip Attachment C.
ATTACHMENT D — CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
Is the Applicant a Privately -Owned Public Utility?
❑ Yes —Pursuant to ,YSA Nf'At' t):?'wlw; .(bl submit the Certificate of Public Convenience and Necessity from the North
C:"arolina L)tilifies Commissioo demonstrating the Applicant is authorized to hold the utility franchise.
_____ _.._.—._........ _...._ _
® No — Skip Attachment D.
ATTACHMENT E — OPERATIONAL AGREEMENT I
Is the Applicant a Home/Property Owners' Association or Developer of Lots to be Sold?
❑ Yes (Home/Property Owners' Association) —Pursuant to 15A N CAC: t�I",;;(;,' ;0 [ SLLA)J; , submit an executed
(((1I MHOAJ. Pursuant to _l5A ,Nd_A 0 I __01 15() if the applicant is a legally formed Homeowners' or Property Owner's
Association, submit a copy of the Articles of Incorporation, Declarations, and By-laws.
❑ Yes (Developer of Lots to be Sold) — Pursuant to ,L &1"�¢',AC.._02(__O1_lw5(g)f „), submit an executed g rrrtlqu,lytl... reeu1tenLj
Pursuant to 15 A NCA 0 I' O 115_Q1,1, if the applicant is a developer of lots to be sold, submit a copy of the
Articles of Incorporation, Declarations, and By-laws.
® No — Skip Attachment E.
FORM: W WIS-R 02-21 Page 4 of 6

ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES
Is the applicant a municipality, county, sanitary district, or public utility?
® Yes — Proceed to the next question.
❑ No — Skip Attachment F.
Does the hydraulic capacity in Section III, Item 4 exceed 70%?
❑ Yes (the hydraulic capacity is greater than 70%, but less than 80%) — Pursuant to 1 p,A, N(. At fi2J LN i _l, Q lm), prior to exceeding
80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee
shall submit an engineering evaluation of their future wastewater treatment, utilization, and disposal needs. This evaluation shall
outline plans for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the existing system,
elimination or reduction of extraneous flows, or water conservation and shall include the source of funding for the improvements.
If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater treatment needs will be
met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other
measures to achieve waste flow reductions.
® Yes (the hydraulic capacity greater than 80%) — Proceed to the next question,
❑ No — Skip Attachment F.
If answered Yes above, does the hydraulic capacity in Section III, Item 4 exceed 80%?
® Yes (the hydraulic capacity is greater than 80%) — Pursuant to 111 5A NCAC 021' .0l 19 prior to exceeding 90 percent of the
system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all
permits needed for the expansion of the wastewater treatment, utilization, or disposal system and, if construction is needed,
submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is proposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future
growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions,
❑ No — Skip Attachment F,
ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment, conveyance, and irrigation system?
® Yes — Skip Attachment G.
❑ No — Pursuant to .1_5A�N:CA(m 02 .Q11„6 ), provide a copy of all easements, lease agreements, and encroachment agreements
allowing the Permittee to operate and maintain the wastewater collection, treatment, conveyance, and irrigation system on
property not owned by the Permittee,
ATTACHMENT H — AFFILIATIONS
Are the Permittee's affiliations of record correct? Check affi haflons.
❑ Yes — Skip Attachment H. _ _..__ .____.._.
® No — Provide the corrected affiliations and their contact information.
ATTACHMENT I — COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules? (See Section I of the most recently issued permit)
❑ Yes — Submit documentation that the compliance schedules have been met.
® No — Skip Attachment I,
ATTACHMENT J — CIVIL PENALTIES AND OUTSTANDING VIOLATIONS I
Does the Permittee have any existing civil penalties or outstanding violations?
❑ Yes (civil penalties) — Submit payment for the civil penalty, or proof of remission request.
❑ Yes (violations) — Submit a copy of your response to the Notice of Violation.
® No — Skip Attachment J.
FORM: WWIS-R 02-21 Page 5 of 6

ATTACIIME, NT K — INDUSTRIAL WASTEWATER
Does the wastewater composition in Section III, Item 5 include any industrial wastewater?
El Yes — Proceed to the next question.
❑ No — Skip Attachment K.
Has the nature of the industrial wastewater changed since the last permit issuance (i.e,, changes in industrial process, introduction of
new materials or chemicals, etc.)?
Yes — Provide a chemical analysis of the wastewater pursuant to the requirements in 1,5 _h4CA('lh:(w,,(1, j(b), Provide an
overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing process;
and an overview of the cleaning and treatment methodology.
❑ No — Provide an overview of the manufacturing process; an inventory of all chemical and biological materials used in the
manufacturing process; and an overview of the cleaning and treatment methodology.
ATTACHMENT L — SETBACK WAIVERS
Does the existing permit include setback waivers?
❑ Yes — Pursuant to 1 +A NC:AC 02'L..Au, tdj, provide setbacks waivers that have been written, notarized, signed by all parties
involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance
with I5A NCAC" 021„ .0107.
® No — Skip Attachment L. _
APPLICANT'S CERTIFICATION
I, Geraldine Langford, Mayor attest that this application
(Signature authority's name as noted in Section I, Item 3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application package are not completed, and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete. I further certify pursuant to I5A NJ, '6C: 02T .0120tk ,that the applicant, or any
parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously abandoned
a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with any compliance
schedule in a permit, settlement agreement, or order; not paid an annual fee.
Note: The Applicant's Certification shall be signed pursuant to .15A NQ _,1)_i116. An alternate person may be delegated as
the signing official if a letter is provided pursuant to 1,5A„ CAC 021 0I l),ggj, Pursuant to § 143-219,6Aa and § 84,3-215.68 any
person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class
2 misdemeanor, which may include a fine not to exceed � 10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ _ __ Date:
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA:
Email: Laserfiche Upload:
iSrxn-Oise r .Re omt Nc r. ov t .fiedocs.den-n U.ov/E rmsL onDischar e-Br�anch-
Submittal-Form-V r2
FORM: WWIS-R 02-21 Page 6 of 6

WQ000399 Renewal Application
Attachment F
TOWN DFSEABOARD
VVVVTPFLOW DATA
Total Total
Total Total
Flow pH BOD5 Suspended Ammonia
Solids �---' Phosphorus Nitrogen
Nitrogen
2021
Jan
Feb 133.231
YNor 174.774
Apr 135.480
May 80.218
June 58.838
July 71.126
Aug 128.504
Sept
Oct 507.825
Nov 61,000
Dec 74,000
Average 139.697 NA
2022
Jan 18,000
Feb 127.000
Mar 96.000
Apr 98,000
May
June
July
Aug
Sept
Oct
Nov
Dec
Average 84,750 NA
6.5
Average 84,750 NA
6.5
27
30
4
7.59
114
7.50
4`1
278
0
0.41
012
8.07
6.6
59
23
6.91
8.78
2.89
8.82
6.7
31
55
4.47
8.34
2.83
8.34
61
17
49
2.17
5.71
2,09
571
6.5
22
43
1.61
7.21
1.03
721
6.2
25
53
2.88
8.6
1.72
8.83
6.5
9.6
30
3.51
8.47
1.67
8.47
17
9.3
4.82
9.35
1.88
9.37
14
9.8
9.82
12.69
2.33
12.69
67
28
43
9.74
14.05
22
14.08
6.7
28
41
7.28
13.12
1.77
13.14
6.4
31
40
9.92
14.34
2.45
14.48
Based uuavailable data from calendar year 202l,Seaboard's WVYTPexceeds its existing it's average
monthly permit limit ofl34,000 gpd.The 202lcalendar year average was O9'07gpd.The Town
exceeds the 80Y6Rule and the 9096Rule. The 00% Rule requires the Town toprovide unEngineering
Report which evaluates how the Town intends to address its wastewater needs. The 90% Rule requires the
Town todevelop plans and apocifiout|owofor constructing the solution ideut|fiodiothe Engineering
Report. The Town ivapplying for funding tudevelop the Engineering Report. Ideally, the funding will be
adequate tuaddress design, permitting and construction.

WQ0003299 Renewal Application
Attachment K
The Town currently has one industry connected to their collection system which represents approximately
14% of the hydraulic flow. That industry is West Frasier which is a lumber mill. They debark logs, saw
lumber, and kiln dry the sawn lumber. The kiln drying process produces a condensate that is sent to the
Town's collection for treatment via pump station and force main. West Frasier maintains a pH adjustment
prior to pumping to the Town. Domestic wastes at West Frasier are handled through an on -site septic
system. The town has been handling West Frasier's industrial waste for several years through a pump and
haul arrangement. Recently, a pump station and force main were constructed to reduce risks of spill and
in order to be more economical. They contribute approximately 20,000 gpd. A sample of their waste was
analyzed by Environment one when it was being transported by tanker. A copy of the laboratory result is
included. The West Frasier would like to expand by 50°%. They anticipate their flow would increase to
approximately 30,000 gpd.
A waste product from West Frasier not received at the WWTP is bark. That bark is being handled by
Carolina Bark. They age, cure, and sell bark to nurseries. Carolina Bark uses large earth moving
equipment to turn and aerate huge mounds of the bark. The biological processes cause the bark to become
hot and can result in fires. The bark is irrigated with rainwater and well water to reduce the potential for
fire. Water is collected at the lower end of the property in a pond. Carolina Bark would like the ability to
discharge their pond water to the Town's WWTP. They are nor currently contributors to the Town's
wastewater. It is not clear what the quantity of the flow would be, They have the potential to equalize the
flow and would be expected to adjust the pH. The constituents of their wastewater were analyzed along
with West Frasier's. Results of the Environment 1 laboratory work follow below.

P.O. BOX 7085, 114 OAKMONT DRIVE PHONE (252) 7W6208
GREENVILLE, N.C. 27835-7085 FAX [phone]
zD#t of y
TOWN OF SEABOARD
MR. JOKY BARNES
P.O. BOX 327 Sampled at transport DATE COLLECTEtDs 00/23/18
SEABOARD ,XC 27876 tanker hose connection DATZ REPORTED t 08/31/18
Sampled at stormwater� Rxvrmwm BY:
pond
Corol6n vicst Analysts Methorl
PARAsMLTERS Boric Fraslar Date Analysl Code
1111 010t to Ire 116od for reporting) 319 4,3 08123/18 MINI 450011B-11
Eon, MKA 3250 2190 08123/19 HMM 52100.11
Total 1Qeldehl Nitrogen as N,rngil 10.99 $3,04 08130118 CLO 35L2 R2-93
Nitrate-Nitrim as N, mgll 012 0,91 08125118 TLff 353,2 R2-03
Total Phosphorus as P, m1A 11.28 6,70 08131118 OLD 365.4-74
Total 11iardners, mg/1 255 18Z 08127/18 MIM 234OC-11
Alam4uun, ugR 20133 2851 0813011E LFJ EPA200.7
Arsoule, u111 c5.0 t5.0 08/27/18 41TM 31138-10
Barium, ugA 350 290 08IWI$ 1.F1 EPA200.7
Total Chromium, a111 26 17 08130119 LFJ EPA200.7
Copper, ugtt 11 82 08130/18 LFJ F,PA200,7
Iran, ug/1 2175S 12394 OB MAS LFJ F,PA200,7
Manganese, ngll 23S1 4918 08130118 LFJ UA200.1
Lead, ugA 8 7 08128118 NTM 31138-10
Potassium, ugA 95731 122380 08130118 LIFJ EPA200.7
Sodium, tsgil 3822 3431 08127/18 AXS 31110.11
Condnativity (at 25c), ulelhastatn 145 727 08127118 JM8 2510E-11

McDAVIDAssoCIATES, INC.
CORPORATE OFFICE
Engineers - Planners ® Land Surveyors
[phone] - Fax [phone]
E-mail: mai@i-nedavid-itic,.com
3714N. Main Street - P.O. Drawer49
FarmviUc,NC27828
September 12, 2022
Ms. Leah Parente, Geologist/Hydrogeologist
NC Division of Water
1617 Mail Set -vice Center
Raleigh, NC 27699-1617
GOLDSBORO OFFICE
Engineers - Planners
[phone] - Fax [phone]
E-mail: [e-mail]
109 E. WaInut Street - RO, Box 1776
Goldsboro, NC 27533
Subject: Application No. WQ0003299
Additional Information Request
Town of Seaboard
Wastewater Irrigation System
Northampton County
Dear Ms. Parente,
This letter is written in response to your August 24, 2022, letter requesting additional information
associated with the Town's request for permit renewal. Attached are the following:
1. A point for point response to your letter dated August 24, 2022
2. A revised signed permit application
3. A copy of the updated Operator Designation Form (as provided to
Should you have further questions regarding this matter, please call me at [phone],
Sincerely,
McDAVID ASSOCIATES, INC.
Madden, r,
Cecil
Goldsboro Office
CGM
Attachments
cc: Town of Seaboard (with attachments)
w.mimo( rmmninox mswninoi CORR WS MSWV'(TMV707)\vF A ROAR n A PPI IrATION\RPPI V To RF(nl]Vq'['FOR A nr)lTtnN A I

Point for Point Responses
To
Additional Request Information Letter
Dated August 24, 2022
The original comment is below followed by the response in italics.
A. Operator in Responsible Charge (ORC):
The Operator in Responsible Charge (ORC) listed for the Town of Seaboard WWTF facility in the
submitted application is Jeffrey Carl Long Sr. (SI/993135). However, Mr. Long has not been
designated as the ORC for this facility. The ORC designated for this facility is currently listed as
Rebecca L. Turner (Sl/23933). Please confirm that Ms. Turner is no longer associated with your
facility. Additionally, a Water Pollution Control System Operator Designation Form (attached)
must be submitted designating Jeffrey Carl Long Sr. as the ORC for this facility. It is important to
note that the Non -Discharge Branch does not process this form. Please submit the form to the Water
Pollution Control System Operators Certification Commission (WPCSOCC) by mail, fax, or email
at the following addresses:
> Mail: WPCSOCC
1618 Mail Service Center
Raleigh, NC 27699-1618
> Fax: [phone]
)�, Email: [e-mail]
Response: Jeffery Carl Long, Sr. SI -- I Certificate No. 993135 is serving as the Operator in
Responsible Charge, Rebecca L. Turner (SI123933)is no longer associated with the Town's M
WWTF. The WPCSOCC Form has been updated and emailed to : t°t rr irr iO a Nir g,4?y. Attached
is a copyfor your reference.
2. Johnny G. Young (SI/23129) is currently listed as the backup ORC for the Town of Seaboard
WWTF facility. Please confirm that Mr. Young is still associated with the facility in this role. If
Mr. Young is no longer associated with this facility, please designate a new backup ORC on the
Water Pollution Control System Operator Designation form described above.
Response: Johnny G. Young remains the backup operator,
B. Facility Modifications:
1. Chris Smith (NCDEQ Division of Water Resources, Raleigh Regional Office) spoke over the phone
with the Seaboard Town Clerk regarding the modifications to the Town of Seaboard WWTF facility
that were permitted on July 15, 2021. During that conversation, the Town Clerk stated that none of
the modifications listed in Permit WQ0003299 Version 4.1 have been completed; however, work
on these modifications is scheduled to begin in the next thirty (30) days. Please confirm that these
statements are accurate.
Response: The work permitted by the July, 15, 202,1 permit was advertised for bids. Bids exceeded
the budget. The funding agency had the Toivn seek additional, funding and readvertise for bids. The
project was recently awarded and a Notice to Proceed was issued on June 3, 2022. The contact
Duration is180 calendar days. We do anticipate a request for contract extension; however, work is
finally underway.
W• T)inyy (:PMMI f y Mp1mr)IfN14 lYIRRPR MCw1r,nm\?n??\.Ci'AT40ARTI APPT WATIC)MRPPT V TO RF(ITITNT POR AT)1)1'1'[ONAI

C. Monitoring Wells:
1. The application submitted for this facility indicated that monitoring wells MW-6, MW-7, MW-8,
MW-9, and MW-10 are inactive. Attachment C in Permit WQ0003299 Version 4.1 indicates that
these wells are active and require regular sampling throughout the permit cycle. Please provide
additional information regarding the status of these wells.
Response: The application incorrectly indicated the monitoring wells were inactive. The
application has been modified to identify them as active.
D. Open -Atmosphere Structures:
1. The application submitted for this facility indicated that the capacity of the storage lagoon is
4,425,000 gallons. Our records indicate the capacity of this lagoon is 7,425,000 gallons. Please
provide additional information regarding the volume of the storage lagoon including any
modifications made to the lagoon.
Response: The application included a typographical error. The storage lagoon has a volume has a
volume of 7,425, 000 as previously permitted. The application has been corrected
E. Permit Schedules:
Condition I.4 of permit WQ0003299 Version 4.1 states: "The Permittee shall investigate additional
areas for wastewater irrigation disposal in the event that improvements gained as a result of the
Infiltration and Inflow (1&I) study and improvements from grant funding fail to bring average daily
flows within compliance limits and meet irrigation limitations and report findings to the Raleigh
Regional Office. [15A NCAC 02T .0108(b)(1)(B)]". Please provide additional information
regarding the status of the investigation into additional areas for wastewater irrigation disposal.
Response: Flows are clearly trending lower and are currently within the permit limits. Based on
available data from calendar year 2021, Seaboard's WWTP exceeds its existing average monthly
permit limit of 134, 000 gpd. The 2021 calendar year average was 139,697 gpd. The Town exceeds
the 80% Rule and the 90% Rule, The 80% Rule requires the Town to provide an Engineering Report
which evaluates how the Town intends to address its wastewater needs. The 90% Rule requires the
Town to develop plans and specifications for constructing the solution identified in the Engineering
Report, The Town is applying for funding to develop the Engineering Report. Ideally, the funding
will be adequate to address design, permitting and construction. The October 2021 flow reading is
questionable. If it is eliminated from the average the average would be 98,794 GPD or 74% of the
permitted capacity.
That being said, The Town has seen a significant reduction inflows. The average flow for calendar
year 2022 has been 73, 000 GPD or 84, 000 GPD, ifyou exclude the unusually low flow recorded in
January 2022. At 84, 000 GPD the WWTP is operating at 62.7% of capacity, These more recent flows
would indicate that the existingfacility has adequate capacity, and no further study is required. The
Town still intends to pursue funding to develop the Engineering Report, In September the Town is
presenting an application for funding that would allow them to conduct cleaning and smoke testing
for the complete sewer system.
w•\n xx t.RN\Tllooy M.gwniMS roRRPR MRW\MM\?099\RPAR0ART) APPT IrATTOM\RPPT V TO RPOTIPRT MR AT1 ITIONAT

Pursuant to 15A ; CAC 02T .0107(b), if the application does not include all required information and the necessary supporting
documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15
NCAC 02,r moo, I5A NCAC 021- .11500, and Division Policies. For more information, visit the Water Quality Permitting
Section's Non -Discharge Branch website. The Applicant shall submit an electronic copy of the application and attachments
uploaded as a single Portable Document Format (PDF) file to htIli
, llwdocs.daaal.na .aovfForntslEornlisclrar ar Ifiraanch•alrrnittarl-
Foa cetp- er°2, or emailed to Non-Dischars!e.Rcraortsfu atcdcnr m if less than 20 megabytes (MB).
E�`i
Z 11 1 11�•
1, Applicant: Town of Seaboard
2, Permit No.: WQ003299
3. Signature authority: Geraldine Langford Title: Mayor
Phone number: [phone] Select Email: [e-mail]
4. Mailing address: P. O, Box 327
City: Seaboard State: NC Zip: 27876-
5. Contact person: Geraldine Langford Email: seaboardmayor@mediacombb,net
Primary phone number: [phone] Select Secondary phone number: ( ) Select
SECTION 11 —FACILITY INFORMATION
1. Physical address: 130 Williams Street County: Parcel No.: 0801539
Northampton
City: Seaboard State: NC Zip: 27876-
2. Treatment facility coordinates to the sixth decimal degree:
Latitude: 36.499' Longitude:-77.439' Method: Unknown
1. Permitted flow: 134000 GPD (The maximum allowable flow based on what has been permitted)
2, As -built flow: 134000 GPD (The maximum allowable flow based on what has been constructed)
3. Average flow: 139697 GPD (The average of all reported flows on the previous calendar year's NDMRs)
4, Hydraulic capacity: 104 % (Divide the average flow in Item 3 by the As -built flow in Item 2)
5. Wastewater composition: Domestic : 80 % Industrial: 20 % . Stormwater: 0 %
t I,
1. Billing address: P. O. Box 327
City: Seaboard State: NC Zip: 27876-
2. Verify the Applicant does not have any overdue annual fees:
httlros: de a.nc,t rti tab�w k! wisions e,RLI. tiw:a:. aaw,r�n�ras.�
Pursuant to 15 A, VC' 1C t 21' 11 l 20(c), permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.
FORM: WW1S-R 02-21 Page 1 of 6

SECTION V — OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION
1. ORC: Jeffrey Carl Long Sr. Grade: Si - I Certification No.: 993135
Mailing address;
City: State: Zip: -
Phone number: [phone] Cell Email: jeffreylong267gniail.com
2. Back -Up ORC: Johnny G. Young Grade: ST - I Certification No.: 23129
Mailing address:
City: State: Zip:
Phone number: [phone] Cell Email:
SECTION VI — OPEN -ATMOSPHERE STRUCTURES
I List all open -atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if
necessary.
Type
Parcel No.
Volume (gal)
Liner Type
Freeboard (ft)
Latitude
Longitude
Treatment
0801539
1,954,000
Unknown
2
36.49880
-77,43250
Treatment
0801539
1,954,000
Unknown
2
36.50550
-77.41680
Treatment/Storage
Storage
0801539
0801539
1,500,000
4,425,000
Unknown
Full, synthetic
2
2
36.49970
36,5007'
-77.43410
-77.43360
SECTION VII — RELATED PERMITS
1. List all wastewater pen -nits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permit,
Attach additional sheets if necessary.
Permit Type
Permit No.
Relationship Type
Select
N/A
Select
Select
N/A
Select
Select
N/A
Select
Select
N/A
Select
SECTION VIR — MONITORING WELLS
1. List all Groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary.
Well Name
Parcel No.
Status
Gradient
Location 1
Latitude Longitude
MW-6
0800803
Active
Downgradient
Select
36.501702' -77.4369080
MW-7
0800803
Active
Upgradient
Select
36,4994090 -77.440830
MW_8
0800833
Active
Upgradient
Select
36,4969020 -77.438904"
MW_9
0802372
Active
Downgradient
Select
36A0720 -77.434709-1
MW-10
0802792
Active
Downgradient
Select
36.5017020 -77.433030
Select
Select
Select
Select
Select
Select
Select
Select
Select
0
Select
Select
Select
O�
Select
Select
Select
0
Select
Select
Select
0
FORM: WWTS-R 02-21 Page 2 of 6

SECTION IX — IRRIGATION FIELDS
1. List all irrigation fields associated with the renewing pennit. Attach additional sheets if necessary.
Field
County
Pat -eel No.
Deeded Owner
Area
Cover Crop
Latitude 1 Longitude
Northampton
0800833
Town of Seaboard
11.70
Trees
36.49990 ;-77,43830
2
Northampton
0800833
Town of Seaboard
11.70
Trees
36A9850-77.43930 i
3
Northampton
0802372
Town of Seaboard
11.70
Trees
36.49790-77.43690
a U
0 O
O
O
I
O 0
I
0 O
O O
i
O O
O O
-
j
a O
O O
I
O O
O O
0 O
O - O
O O
0 O
0 O f
0 U
I
O - O
O O
O O �
O ;
0 0
O
O O
. O O
O O
' I
0' O
.
o - a
Total Acreage:
35.1
FORM: WWTS-R 02-21 Page 3 of 6

ATTACHMENT A — SITE MAP
Was the facility originally permitted or had a major modification issued after September 1, 2006?
❑ Yes — Pursuant to i 3,\ NCACO-2 11 01 of d , submit a site map pursuant to the requirements in ,I;A N:( These
requirements are:
171 A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and showing
all facility -related strucrures and fences within the wastewater treatment, storage, and irrigation areas,
El Soil mapping units shown on all irrigation sites.
❑ 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 all wastewater treatment, storage,
and irrigation sites.
El Delineation of the compliance and review boundaries per 15,\ M.At 02L m107 and M08, and 15A N( W 02"r m5fk()rc
if applicable.
C1 Setbacks as required by I �SSA NCAC,'02 r .0t 06.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage, and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage, and irrigation sites.
Z No — Skip Attachment A.
ATTACHMENT B — SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section 1, Item 3 meet the requirements pursuant to I iA NCAC 02T Q I I a00) I?
Yes — Skip Attachment B.
❑ No — Submit a 410 gy!ioji lutter pursuant to I iA, N.L�A(.02T �,01 0(�,j, :,l authorizing the signature authority to sign.
ATTACHMENT C — FLOW REDUCTION
Does the existing permit include an approved flow reduction?
E] Yes — Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow
contributed per unit for the 12 months prior to pen -nit renewal. If any of these monthly averages are within 20% of the approved
flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in l 5A,
No — Skip Attachment C.
ATTACHMENT D — CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
Is the Applicant a Privately -Owned Public Utility?
F] Yes — Pursuant to) _7.\ NC AL oll- M i5jA,Ilj1j, submit the Certificate of Public Convenience and Necessity from the North
Carolina demonstrating the Applicant is authorized to hold the utility franchise.
Z No — Skip Attachment D.
I ATTACHMENT E — OPERATIONAL AGREEMENT I
Is the Applicant a Home/Property, Owners' Association or Developer of Lots to be Sold?
• Yes (Home/PropePrty sOuwanntetros' A�iss\ocNiCatAioCn) 02PTur.0su1 a1n5ttoto), Iif Ahe ap,\p(licant Ais a legally formed
aHn oemxeecouwtend rLr�iPro� erAtyg LO
Lewenmen's— N2Tpr�
Association, submit a copy of the Articles of Incorporation, Declarations, and By-laws.
• Yes (Developer of Lots to be Sold) — Pursuant to j 3A NC AC 02 l1) Ij 2jLi g 21, submit an executed (upon al ,\ grevinem
Pursuant to I, %_ N,(-'.,\(- t C I' (jkl 5(b), if the applicant is a developer of lots to be sold, submit a copy of the
Articles of Incorporation, Declarations, and By-laws,
Z No — Skip Attachment E.
FORM; WWTS-R 02-21 Page 4 of 6

ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES
Is the applicant a municipality, county, sanitary district, or public utility?
Yes — Proceed to the next question.
❑ No — Skip Attachment F.
Does the hydraulic capacity in Section 111, Ttem 4 exceed 70%?
❑ Yes (the hydraulic capacity is greater than 70%, but less than 80%) — Pursuant to I i,-\ N(*.A(* 92T,(1 1181, 1 u, prior to exceeding
80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the Permittee
shall submit an engineering evaluation of their fliture wastewater treatment, utilization, and disposal needs. This evaluation shall
outline plans for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the existing system,
elimination or reduction of extraneous flows, or water conservation and shall include the source of funding forthe improvements.
If expansion is not proposed or is proposed for a later date, ajustification shall be made that wastewater treatment needs will be
met based on past growth records and future growth projections, and as appropriate, shall include Conservation plans or other
measures to achieve waste flow reductions.
Z Yes (the hydraulic capacity greater than 80%) — Proceed to the next question.
F7 No — Skip Attachment F.
If answered Yes above, does the hydraulic capacity in Section ITT, Item 4 exceed 80%?
Z Yes (the hydraulic capacity is greater than 80%) — Pursuant to I iA N(*,.,\(-' 02 f.O I I�A2) prior to exceeding 90 percent of the
system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all
permits needed for the expansion of the wastewater treatment, utilization, or disposal system and, if construction is needed,
submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is proposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future
growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions.
❑ No — Skip Attachment F.
ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment, conveyance, and irrigation system?
Z Yes — Skip Attachment G.
7 No — Pursuant to I SA N( " ',k " C, - 1h2T_,0 i-1 (-Ajc, provide a copy of all easements, lease agreements, and encroachment agreements
allowing the Permittee to operate and maintain the wastewater collection., treatment, conveyance, and irrigation system on
property not owned by the Permittee.
ATTACHMENT H — AFFILIATIONS
Are the Permittee's affiliations of record correct? C heck, affiha6ons,
❑ Yes — Skip Attachment H.
M No — Provide the corrected affiliations and their contact information.
ATTACHMENT I — COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules? (See Section I of the most recently issued permit)
F-1 Yes — Submit documentation that the compliance schedules have been met.
Z No — Skip Attachment 1.
Does the Permittee have any existing civil penalties or outstanding violations?
• Yes (civil penalties) — Submit payment for the civil penalty, or proof of remission request,
• Yes (violations) — Submit a copy of your response to the Notice of Violation.
Z No — Skip Attachment J.
FORM: WWTS-R 02-21 Page 5 of 6

ATTACHMENT K — INDUSTRIAL WASTEWATER
Does the wastewater composition in Section UT, Ttem 5 include any industrial wastewater?
® Yes — Proceed to the next question.
❑ No — Skip Attachment K,
Has the nature of the industrial wastewater changed since the last permit issuance (i.e., changes in industrial process, introduction of
new materials or chemicals, etc.)?
❑ Yes — Provide a chemical analysis of the wastewater pursuant to the requirements in I5 1 " (.\( tr"I 1' ,0;0 4(I,p. Provide an
overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing process;
and an overview of the cleaning and treatment methodology.
® No — Provide an overview of the manufacturing process; all inventory of all chemical and biological materials used in the
manufacturing process; and an overview of the cleaning and treatment methodology.
ATTACHMENT L — SETBACK WAIVERS
Does the existing permit include setback waivers?
❑ Yes — Pursuant to I5A NC'At tat"t' .li5t ram, provide setbacks waivers that have been written, notarized, signed by a]I parties
involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance
with i 5 A N(- AC 02 - .0 p 07.
® No — Skip Attachment L.
APPLICANT'S CERTIFICATION
T, Geraldine Langford, Mayor attest that this application
(Signature authority's name as noted in Section 1, Item 3)
has been reviewed by me and is accurate and complete to the best of my knowledge. t understand that if all required parts of this
application package are not completed, and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete. T further certify pursuant to 15 -\ In N't 1t-,tt'' .0120 , that the applicant, of any
parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously abandoned
a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with any compliance
schedule in a permit, settlement agreement, or order; not paid an annual flee.
Note: The Applicant's Certification shall be signed pursuant to 15+N NIt A C o'T 01 Onih). An alternate person may be delegated as
the signing official if a letter is provided pursuant to „i?� "gt':1f" 0 1 _Itkt� c . Pursuant to § i 3-2I5.6A' and S .I ):w?.: 0 ti�ffi, any
person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class
2 misdemeanor, which may include a fine not to exceed S 10,000 as well as civil penalties up to 525,000 per violation.
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FiLE VIA:
Email: Laserfiche atUpload-
lit Nontsls:tfedoes.de.aace. r iForipWNonDi�schar c Sr'�rl101-
Submittal -Form -Vert
FORM: WWTS-R 02-21 Page 6 of 6

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
Permittee Owner/Officer Name:
NCAC 15A 8G .0201
Press TAB to enter information
Town of Seaboard / Geraldine Langford, Mayor
Mailing Address: P.O. Box 327 Phone: [phone]
City: Seaboard State: NC Zip: 27876
Email Address: stownhalllQmchsi.com
Signature: �� `� .._ Date: S.2-P,
Facility Name: Seaboard WWTP
County:
Northampton
Permit # WQ0003299
YOU MUST SUBMIT A EPS &RATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type: ISI
Facility Grade: 11
OPERATOR IN RESPONSIBLE CHARGE (ORC)
Print Full Name: Jeffery Carl Long, Sr. Work Phone: [phone]
Certificate Type: SI Certificate Grade: I Certificate #: 993135
Email Address: Jet
Signature: Effective Date: Oct — (1-1 — 2n 2 2
1 certify that i ogre y esign lon as the Operator Responsible Charge for the facility noted. i understand and will abide by the
rules and regulation pertaining to the responsibilities of the ORC asset forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Johnny G. Young Work Phone:[phone]
Certificate Type: SI
Email Address:
Certificate Grade: I
Certificate #: 23129
Signature: Effective Date: Q g- ca 7 a Z
"? certify that 1 agree to designation as Bar -up 0 rotor in Responsible Charge for the facility noted. l understand and will abide by
the rules and regulatio pertaining to We responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and falling to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax: [phone] Email: [e-mail]
ORIGINAL to: Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax: [phone]
Phone: [phone]
Washington
943 Washington Sq. Mail
Washington, NC 27889
Fax: [phone]
Phone: [phone]
Fayetteville
225 Green St., Suite 714
Fayetteville, NC 28301-5043
Fax: [phone]
Phone: [phone]
Wilmington
127 Cardinal Dr.
Wilmington, NC 28405-2845
Fax: [phone]
Phone:[phone]
Mooresville
Raleigh
610 E. Center Ave., Suite 301
3800 Barrett Dr,
Mooresville, NC 28115
Raleigh, NC 27609
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Winston-Salem
45 W. Hanes Mall Rd.
Winston-Salem, NC27105
Fax: [phone]
Phone: [phone] Revised 412016

WQ0003299 Renewal Application
Attachment F
TOWN OF SEABOARD
WWTP MONITORING DATA
Flow
pH
BOD5
Total
Suspended
Solids
Ammonia
Total
Kjeldahl
Nitrogen
Total
Phosphorus
Total
Nitrogen
2021
Jan
Feb
133,231
6.5
27
30
4
7.59
1.14
7.59
Mar
174,774
4.1
0.1
279
0
0.41
0.12
8.07
Apr
135,460
6.5
59
23
6.91
8.78
2.89
8.82
May
60,216
6.7
31
55
4.47
8.34
2.83
8.34
June
50,838
6.1
17
49
2.17
5.71
2.09
5.71
July
71,126
6.5
22
43
1.61
7.21
1.03
7.21
Aug
128,504
6.2
25
53
2.68
8.6
1.72
8.63
Sept
Oct
507,825
6.5
9.6
30
3.51
8.47
1.67
8.47
Nov
61,000
17
9.3
4.82
9.35
1.88
9.37
Dec
74,000
14
9.8
9.82
12.69
2.33
12.69
Average
2021
139,697
NA
22.17
58.11
4.00
7.72
1.77
8.49
Avg w/o
Oct 21
98,794
24
61
4
8
2
8
2022
Jan
18,000
6.7
28
43
9.74
14.05
2.2
14.08
Feb
127,000
6.7
28
41
7.28
13.12
1.77
13.14
Mar
96,000
6.4
31
40
9.92
14.34
2.45
14.48
Apr
98,000
6.6
23
44
5.06
10.46
1.86
10.46
May
61,000
6.6
13
44
4.14
11.02
1.61
11.13
June
38,000
6.6
23
27
6.56
13.24
2.31
1334
July
Aug
Sept
Oct
Nov
Dec
Average
2022
73,000
NA
24
40
7.12
12.71
2.03
12.77
Avg w/o
Jan 22
84,000
24
39
6.59
12.44
2.00
12.51

Based on available data from calendar year 2021, Seaboard's WWTP exceeds its existing average
monthly permit limit of 134,000 gpd. The 2021 calendar year average was 139,697 gpd. The Town
exceeds the 80% Rule and the 90% Rule. The 80% Rule requires the Town to provide an Engineering
Report which evaluates how the Town intends to address its wastewater needs. The 90% Rule requires the
Town to develop plans and specifications for constructing the solution identified in the Engineering
Report. The Town is applying for funding to develop the Engineering Report. Ideally, the funding will be
adequate to address design, permitting and construction. The October 2021 flow reading is questionable.
If it is eliminated from the average the average would be 98,794 GPD or 74% of the permitted capacity.
That being said, The Town has seen a significant reduction in flows. The average flow for calendar year
2022 has been 73,000 GPD or 84,000 GPD, if you exclude the unusually low flow recorded in January
2022. At 84,000 GPD the WWTP is operating at 62.7% of capacity. These more recent flows would
indicate that the existing facility has adequate capacity, and no further study is required. The Town still
intends to pursue funding to develop the Engineering Report and address any necessary construction and /
or Infiltration / Inflow reduction.

WQ0003299 Renewal Application
Attachment K
The Town currently has one industry connected to their collection system which represents approximately
14% of the hydraulic flow. That industry is West Frasier which is a lumber mill. They debark logs, saw
lumber, and kiln dry the sawn lumber. The kiln drying process produces a condensate that is sent to the
Town's collection for treatment via pump station and force main. West Frasier maintains a pH adjustment
prior to pumping to the Town. Domestic wastes at West Frasier are handled through an on -site septic
system. The Town has been handling West Frasier's industrial waste for several years through a pump
and haul arrangement. Recently, a pump station and force main were constructed to reduce risks of spill
and in order to be more economical. They contribute approximately 20,000 gpd. A sample of their waste
was analyzed by Environment One when it was being transported by tanker. A copy of the laboratory
result is included. The West Frasier would like to expand by 50%. They anticipate their flow would
increase to approximately 30,000 gpd.
A waste product from West Frasier not received at the W WTP is bark. That bark is being handled by
Carolina Bark. They age, cure, and sell bark to nurseries. Carolina Bark uses large earth moving
equipment to turn and aerate huge mounds of the bark. The biological processes cause the bark to become
hot and can result in fires. The bark is irrigated with rainwater and well water to reduce the potential for
fire. Water is collected at the lower end of the property in a pond. Carolina Bark would like the ability to
discharge their pond water to the Town's W WTP. They are not currently contributors to the Town's
wastewater. It is not clear what the quantity of the flow would be. They have the potential to equalize the
flow and would be expected to adjust the pH. The constituents of their wastewater was analyzed along
with West Frasier's. Results of the Environment One Laboratory work follow below.

RO. BOX 7085,114 QAKMONT DRIVE
GREENVILLE, N,C. 27835.7085
TOWN OF SEABOARD
MR, JOEY BARUSS
P.O. Box 327
SEABOARD MC 27876
Sampled at stormwater
pond
PARAMEMRS B411C
Mt
M#1 86 y
PHONE {252) 756-620,8
FAX [phone]
-npled at transport DATE COLLECTEDt 08/23/18
ker hose connection DAVE REPORuD ; 08/31/18
7 A);x7�ENIHD BY:
West Alsolly,05 Methwl
Frosler Date Arialysi Code
11H (prat to be ofied for r9peribig)
3,9
4.3
01231I8
UMNI 450DIW-11
ROD, MU/1
3258
2190
08123/18
HMI 52JUR-11
,rotal Jqeldeld Nitrogen as N,tqll
10,99
$3.04
0W0118
CLO 351,2 112-93
Klivale-Nitritu wo N, 1119A
0,12
0.91
0W28118
TLH 333,2 112-93
Total Pbosphorus as P, -911
11.28
6.70
08611IS
RLD 365.4-74
Total flord"ss, MRA
255
INZ
OB127/18
IMIM 234OC-11
Alutuhmm, uv)t
20133
2851
00130119
LIPJ 911A200.7
Arswile, ug1l
< 5.0
< s,o
oRwAS
M, rM 3113H10
Barium, UgA
350
290
08/271JO
LF.1 EPA200.7
Total Chrokuhim, ag)[
26
17
0850118
LFJ 1111A200.7
Copper, Ug4
11
82
08130118
L10 RPA200,7
Iron, IkRA
21755
12394
000118
LFJ IMPA200.7
Mangotlege, uwI
2351
4918
08t30118
1,Fj EPA200.7
Lead, uZ11
8
7
08/2811$
MINI 3113B-10
Potasshim, 11gil
9$731
122380
08P10118
LFJ EPA200.7
Sodhim, q1I
39M
3431
OW2711g
AXS 311 IR4 I
Condwtivily (at 25c), uhUms1un
145
727
08127YI8
JNIS 25 10R4 I