WQ0040662_Application (FTSE)_20190226

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: U4 � � (to be completed byDWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: 'Town of Seaboard (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Geraldine Langford per 15A NCAC 02T .0106(b�
Title: Mayor
4. Applicant's mailing address: PO Box 327, 102 West Central Street
City: Seaboard State: NC Zip: 27876-
5. Applicant's contact information:
Phone number: (� 589-5061 Email Address: stownhail(@,mchsi.com
I1. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I. Project name: West Fraser Sanitary Sewer Expansion
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new cunstruction but part of a master plan, provide the existing permit number. WQ00
3. County where project is located: Northampton
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.501078� Longitude:-77.420332'
5. Parcel ID (if applicable): 4060-44-6882
(or Parcel I to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer. Michael D. 'Tolson License Number: 028911
Firm: Mack Gay Associates P.A.
Mailing address: 1667 Thomas A. Belts Pwky
City: Rocky Mount State: NC Gip; 27804-2265
Phone number: (. 52) 456-3017 Email Address: mike0amackiavpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Seaboard Wastewater Treatment Facility Permit Number: W00003299
Owner Name: "Town of Seaboard
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0003299 Downstream (Receiving) Sewer Size: inch
Svstem Wide Collcclion System Permit Number(s .(ifalpolicahle : WQCS
Owner Name(s): Town of Seaboard
FORM: FI'A 04-16 Page I of

VI. GENERAL REQUIREMENTS
l If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2, If the Applicant is a Developer of lots to be sold, has a I)evc1o12eL! s tttlpgukgm al �1�;i_ceiu�n� l I•ORM l)I:.VJ been attached?
[:]Yes ❑No ❑NIA
3. If the Applicant is a l h.wu 11roVer3,v t Iwners' J%%socialtoll 11:+s ale tlher;uutinal :lgrcementsf Oltt1: I10Aj been attached?
[--]Yes []No ®NIA
4 Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationlscrvice ❑ Hotel and/or Motels
❑ School I preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
Busmesses ! offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
S. Nature of wastewater: % Domestic/Commercial 100 % Commercial
L % industrial (See 15A NCAO_021E .0103(20))
I * Is there a Pretreatment Program in effect? ❑ Yes ® No
6. I las a flow reduction been approved under 15A NCAC 02T .01141f1? [:]Yes ® No
D If yes, provide a cony of now reduction approval letter
7. Summarize wastewater generated by project:
- T
Establishment Type (see 02T.0I14 Daily Design Flow' h No. of Units Flow
Wood Products Mill 20,000 gal/Kiln I 2000 GPD
----..- — gall � GPD
gall GPD
gall GPD
gall GPD
- - gull - - GPD
�i Talct! 20,000 GPD
a See 15A NCAC 02T .0 t 14 h d e and e for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G, 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02, .0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
li- Wastewater generated by project: 20.0W GPD (per I SA NCAC 02 0 14)
D Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: ..
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-1 b Page 2 of 5

Vil. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) I Material
-- —I
4
�- Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC_(Pump StationslForee Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN T111S PROJECT
I Pump station number or name: West Fraser Pump Station
2 Approximate Coordinates (Decimal Degrees): Latitude: 36.501078' Longitude: -77.4^ 20332"
3 Design flow of the pump station: 0.02 millions gallons per day (firm capacity)
4 Operational point(s) of the pump(s): LO gallons per minute at 49 feet total dynamic head (TDH)
5 Summarize the force main to be permitted (for this Pump Station).
Size (inches)
3
Length (feet)
Material
5895
SDR 21
3
125
I DIP
6. Power reliability in accordance with 15A NC AC 02T_.0305(h)(1 ):
® Standby power source or pump with automatic activation and telemetry - ISA NCAC 02T .0305(h)(1)(B)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305 (h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(i)(C):
T� It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
z I f the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including (ravel timeframes, shall be provided
in the case of a multiple station power outage.
FORM- FTA 04-16 Page 3 of5

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I . Does the project comply with all separations found in 15A NCAC 02T .0305(t)_&.,(g) ® Yes [:]No
r 15A NCAC 02T 0_105�t) contains minimum sepatanons that shall be pEpvided for sewer Systems: t
Setback Parameter' _._fie ap ratio
Storm sewers and other utilities not listed below vertical} �_... 24.i
Water mains (_vertical -water over sewer includina in benched trenches)_-_
Water mains horizontal) _ __ _ __ 10
Reclaimed water lines (vertical - reclaimed over sewer) 18 ?
Reclaimed water lines (horizontal - reclaimed over sewer) 2
*"Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water 100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2) _ 50 feel
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches _ 10 feet
Any building foundation_ _, 5 feel
Anv basement _ _ _ _ _ 10 feet
Top slo of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and intercepter drains _- _ _ 5 feet
Any swimming pools __ _, 10 feet
Final earth grade (vertical) . ��_ 36 inches
L 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
Y "Stream classifications can be identified using the Division's
If noncompliance with 02T 03 r see Section X of this application
2. Does the project comply with separation requirements for wetlands'.? (50 feet of separation) ® Yes ❑ No ❑ N/A
Y Seethe Division's draft separation requirements for situations where separation cannot be meet
�- No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3, flocs the project comply with setbacks found in the river basin rules per 15A NCAC 0213,02-02 ® Yes ❑ No ❑ NIA
S- This would include Trout Buffered Streams per 15A NCAC 213,0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications'?
Information can be obtained from the -101 ,L ltul".cr Iler +« tytl; Branch
5. Does project comply with 15A NCAC 02T,0105(c)(6) (additional pernnls/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
L If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
iligh priority lines shall be inspected by the permitter or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's Individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with I sA 1cAC 02'l_, the M immum Design Criteria titer [lie 11crmitli119'If Plunp 51i'11011N
Ind Force Mains (latest version], and the ljr;ivit� F��ycr \itnimun� Ihsiun_t_'ntcna_I latest verqmj as applicable?
® Yes ❑ No
If No, complete and submit the Variancc/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Anuroval of the rennet is required prior to„stihn,ittal orthe 1•as( Track %oplication and sttpnartine documents.
2. Professional Engineer's Certification -
I,. -._91c, 6L 7, (DI/,p�f _ __- attest that this application for
(Professional Engineer's name from Application Item I11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signitics that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, 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 525,000 per violation.
North Carolina Professional Engineer's seat, signat
3. Applicant's Certification per ISA NCAC 02T .0106(b):
lC A R n���r�i
`SIG'`(/��
n.
SEAL
021391X s
E'� Jar "� E'L D • ,s�`
1lr�ttttt��
1, _GCLx P-, O I-ANIGrOtb - M�JOZ - I OW4 of 4;tOOMCD attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215,6A and 143-215.6B, 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 _ _ Dale: 7. it G f -Coll
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM! EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC il2'1' and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 021, 15A NCAC 02T .0300, Dig ision policies and good engineerinY nractices.
While no upfront engineering design documents are required for submittal, in accordance with ISA NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0105 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A N C 02T. 303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
Projects that require an environmental assessment in accordance with 15A NCAC I C .0100;
Projects that do not meet any part of the minimum design criteria (MDC) document;
Y Projects that involve a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
D STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
D Vacuum sewer systems.
General — When submitting an application, 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 requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
© Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form,
C. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check or money order in the amount of 5480.00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast 'Track (Form: FTA 04-16) Application (Required for All Application Packages):
IE Submit the completed and appropriately executed application.
D If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary, of state,
❑ If the Applicant Type in Item 1.2 is a partnership or d/bla, enclose a copy of the certificate riled with the Register of
Deeds in the county of business.
® The Project Name in Item It.I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, scaled and dated by a North
Carolina lircnsed 111o[essmnal Iinl;uteer.
Ei The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0 106b .
Per 15A NCAC 02'f .0106(c), 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).
INSTRUCTIONS ["OR FORM: FTA 04-16 & SUPPORTING DOCUIv1ENTATION Page I of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
DKIslun of %Vntrr Resourt es Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: West Fraser Mills
Project Name for which flow is being requested: West Fraser Sanitary Sewer Extension
Afore than one FTSE may be required for a single project if the owner of the fViVTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Seaboard Wastewater Treatment Facility
b. WWTP Facility Permit 4: WQ0003299
All flows are its AIGD
c. WWTP facility's permitted flow 0.I34 MGD
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
N/A
01055►Hr9�
0.020 MGD
0-0-15 M6..P
sjSA--? 01)
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP;
(A)
(B) (C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Pump Average
Approx. Not Yet Total Current
Station Station Firm Daily Flow"
Current Tributary Flow Plus
(Name or Permit Capacity, " (Firm / po,
Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD
Flow, MGD MGD Flow
Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is <0.
Downstream Facility Name (Sewer);
Downstream Permit Number.
Page t of 6
FTSE 10-18

111. Certification Statement:
I Joey Barncs certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
.Jicrl Signature
*P (K EL'CO R Q 1~ y c734t G W CCr-5
Title nfSigning Official
_z41z
Date
Page 2 of 6
FTSE 10-18

P C LA
Mack Gay. Associates, P.A.
Engineering - Surveying - Planning
Date: 06/15/2017
1667 Thomas A. Betts Pkwy., Rocky Mount, NC 27804
Phone: [phone] - Fax: [phone]
Firm License: C-0569 - www.mackgaypa.com
LETTER OF TRANSMITTAL NC Dept of Environmental Quality
Project Name: West Fraser Sanitary Sewer Expansion
SEP 11 2017
Ra1ei2h Re-ionai Office
Project No.: P160051- Seaboard - West Fraser Sanitary Sewer Expansion
To: Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Water Quality Section
We are sending the following via mailed hard copies:
ITEM NO.
QTY.
ITEM
DESCRIPTION
1
2
FTA 04-16
Fast Track Permit
2
1
Check
Application Fee
3
2
Site Maps
Maps of Project Area
4
2
Power
Reliability
Plan
5
2
Last Permit
Previous Permit Issued
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
® For review and comment
REMARKS:
Attached are requisite files for form FTA 04-16 fast track permmiting for gravity sewers and pump
stations.
The proposed project will extend an install a new pump station to service the West Fraser Mills and to
install approximately 2700 LF of 3" SDR 21 force main along the Right of Way to an existing manhole.
The proposed pumpstation will be located on the property of West Fraser and it will be a duplex pump
station with 50 gpm pumps that will operate at a TDH of 49 ft and a 20 kW backup diesel generator will be

■ - G
hACL4
Mack Gay Associates, P.A.
Engineering • Surveying • Planning
installed on site.
1667 Thomas A. Betts Pkwy., Rocky Mount, NC 27804
Phone:[phone] - Fax:[phone]
Firm License: C-0569 - www.mackgaypa.com
This project package is being submitted complete except For approval of the following items
NCDOT Encroachment Permit - Submitted
Please contact Mark Russell at 252-446-3017 or 252-813-3201 if there are any questions.
Mark Russell
mrussell-?mackgaypa.com

e—
Cashion, Ted rv-,/tf �V
From: Cashion, Ted
Sent: Thursday, February 21, 2019 9:32 AM
To: '[e-mail]; '[e-mail]'
Cc: Robinson, Jason; Deck, Erin M
Subject: West Fraser Sanitary Sewer Expansion fast track sewer extension application - Town of
Seaboard
Mark and Mayor Langford,
We are reviewing the subject application and need some additional information:
1 - Item 11.2 notes the project status is an existing permit/project. If so, please provide the existing permit number and
issue date as noted on the application.
2 — Item V. of the application is not complete. Please provide the downstream sewer permit number, downstream
sewer receiving size, and the system wide collection system permit number and owner as required.
3 — Item VI.6 is not marked. Please inform us if this should be marked as'yes', or as 'no', and we'll note the revision on
the application.
4 — Item V1.7, please briefly explain how the volume of wastewater generated, 20,000 gpd, was determined. We know
this was discussed in the past, but we need a written response to include with this application.
5 - There was no FTSE form submitted as required. Please submit this form.
6 — Please confirm that the pumps to be installed will be grinder pumps, which are required for FM < 4" in diameter per
the Division's MDC.
7 — Since this application is >2 years old, please confirm that the force main size and length (6,020 If of 3" fm), and the
pump station operational point (50 gpm), are still accurate. The narrative submitted with the application states
approximately 2700 If of 3" fm will be installed. Please confirm the length of FM to be installed, and submit a revised
narrative as needed.
We'll continue drafting the permit upon submittal/confirmation of the above information.
Thanks
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

IMCLA
Mack Gay Associates, P.A.
Engineering - Surveying • Planning
February 19, 2019
1667 Thomas A. Betts Pkwy., Rocky Mount, NC 27804
Phone:[phone] - Fax:[phone]
Firm License: C-0569 - www.mackgoypo.com
S. Daniel Smith
Regional Supervisor
Water Quality Regional Operations Section
3800 Barret Drive
1628 Mail Service Center
Raleigh, North Carolina, 27609-1628
RE: West Fraser Sanitary Sewer Expansion
W00003299 & WQCSD01 I 1
Town of Seaboard Collection System
Northampton County
Mr. Smith:
In response to your letter dated October 31, 2017 regarding the West Fraser
Sanitary Sewer Expansion application submitted to your office from September 11, 2017,
this letter is being written to notify you of the recent lifting of the sewer flow moratorium
imposed on the Town of Seaboard's Wastewater Treatment Facility (W00003299).
Enclosed with this letter is the letter dated February 13, 2019 from Mr. Rick Bolich of
the Raleigh Regional Office discussing the terms and conditions of the moratorium
removal. The letter mentions a response to a draft Special Order of Consent (SOC)
document that was issued by Mr. Bolich's office recently. MGA, on behalf of the Town of
Seaboard, has been actively working through the SOC process per the recommendation
of the October 31 letter and will soon be finalizing this document with Mr. Bolich's office.
The Town is actively working on the response to the draft SOC and will have it submitted
within the next few business days.
Also enclosed with this letter is an annotated version of the October 31, 2017
letter from your office recommending the Town pursue the SOC action to allow the West
Fraser sewer connection to move forward. This recommendation by your office has
helped lead the dialogue regarding the resolution we have developed to the issue at
hand. I would like to thank you for your help in getting this issue resolved and respectfully
request that review and processing of the Fast Track Permit Application for the West
Fraser Sanitary Sewer Expansion received by your office on September 11, 2017 be
reinstated based on the information found herein.

C L4
Mack Gay Associates, P.A.
Engineering • Surveying • Planning
1667 Thomas A. Betts Pkwy., Rocky Mount, NC 27804
Phone:[phone] - Fax:[phone]
Firm License: C-0569 - www.mackgoypa.com
If you have any questions or need additional information to process this request,
please do not hesitate to contact me. I look forward to your letter of approval and will
be glad to discuss any items that may need further clarification.
Respectfully,
W
Michael D. Tolson, PE
Mack Gay Associates, PA
CC. Mayor Geraldine Langford - Town of Seaboard
Joey Barnes, Town of Seaboard
Joe Dooley, UCPCOG
Helen Page, UCPCOG via email
Jason Robinson, PE, NCDEQ via email
Rich Bolich, NC DEQ via email
Enclosures: As Stated

vvlkoo �OW
Cashion, Ted
From: Mike Tolson [e-mail]>
Sent: Tuesday, February 26, 2019 9:29 AM
To: Cashion, Ted
Cc: Robinson, Jason; stownhall@mchsi,com; Joe Dooley; Helen Page
Subject: Re: [External] P160051 - West Fraser - Sanitary Sewer Extension - FTA permit application
External email. Do not e-lick links- or open attachments unless.you verIf 9erid all,suspicious emait as an attaettrnent to
on S am n av
Will do, I have a bid opening in Seaboard this afternoon and will drop off the correct forms to get signatures on by the
Mayor, and the Director of PW. Hope to have these to you in the next day or so. Will a scan followed by the original
signed document suffice for you to continue your process?
On Tue, Feb 26, 2019 at 9:21 AM Cashion, Ted <ted.cashion0)ncdenr.eov> wrote:
Mike,
We'll need the fully completed FTSE form signed by the town.
Since the signature dates on the application are 2017, we'll need page 5 of the application to be signed and dated by
the Town showing a current date, and signed and sealed by you as the engineer, since Mark Russell is no longer the
engineer.
We'll continue drafting the permit upon submittal of this information.
thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality

Raleigh Regional Office
919-791-4254
'Nothing Compares
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Tuesday, February 26, 2019 8:07 AM
To:'Mike Tolson' <mike mackgavna.com>; Robinson, Jason <[e-mail]>
Cc: stownhall mchsi.com; Joe Dooley <[e-mail]>; Helen Page <[e-mail]>
Subject: RE: [External] P160051- West Fraser - Sanitary Sewer Extension - FTA permit application
Thanks Mike. We'll review and let you know if we have any questions.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, February 26, 2019 9:22 AM
To: 'Mike Tolson'; Robinson, Jason
Cc: '[e-mail]'; 'Joe Dooley; 'Helen Page'
Subject: RE: [External] P160051 - West Fraser - Sanitary Sewer Extension - FTA permit application
Mike,
We'll need the fully completed FTSE form signed by the town.
Since the signature dates on the application are 2017, we'll need page 5 of the application to be signed and dated by the
Town showing a current date, and signed and sealed by you as the engineer, since Mark Russell is no longer the
engineer.
We'll continue drafting the permit upon submittal of this information.
thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Nothing Compar-
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Tuesday, February 26, 2019 8:07 AM
To: 'Mike Tolson' <[e-mail]>; Robinson, Jason <[e-mail]>
Cc: [e-mail]; Joe Dooley <[e-mail]>; Helen Page <[e-mail]>
Subject: RE: [External] P160051- West Fraser - Sanitary Sewer Extension - FTA permit application
Thanks Mike. We'll review and let you know if we have any questions.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources

NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
''Nothing Compares
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Mike Tolson <[e-mail]>
Sent: Monday, February 25, 2019 6:10 PM
To: Robinson, Jason <[e-mail]_>; Cashion, Ted <[e-mail]>
Cc: [e-mail]; Joe Dooley <[e-mail]>; Helen Page <[e-mail]>
Subject: [External] P160051- West Fraser • Sanitary Sewer Extension - FTA permit application
• rF External email. Do at dick liAs or open attac6ents unless you verify. Send all suspicious email as an attachment.ta
Ted,
Thank you for your email and initial comments on the permit application for the West Fraser Gravity Sewer Extension. As
you may know, Mark Russell has retired from our company and remains involved only on a part time basis. I joined the
firm in August of 2018 and have assumed the role of principal engineer for the firm. While I know Mark was the engineer
of record on the original permit application, his departure from the firm prompts several questions that I would like to
pose to you as I offer answers to the comments you have recently provided.
My response to the 7 comments from last Thursday are listed below.
1- Item 11.2 notes the project status is an existing permit/project. If so, please provide the existing permit number and
issue date as noted on the application.
This project is a proposed new project and was incorrectly represented on the original permit application. l have
corrected this and checked the box for Proposed (New Permit)

Cashion, Ted
From: Mike Tolson <[e-mail]>
Sent: Monday, February 25, 2019 6:10 PM
To: Robinson, Jason; Cashion, Ted
Cc: [e-mail]; Joe Dooley; Helen Page
Subject: [External] P160051 - West Fraser - Sanitary Sewer Extension - FTA permit application
Attachments: P160051-TX-DEQ-Revised Narrative.pdf; P160051-FTSE-02-25-2019,pdf; P160051-
FTA-02-25-2019.pdf
� Externaf etnail. Do no --Rc II1 n or open attachments a less you verify. Send all suspldbus email as an attachment to
5 ern anL.8 [)V
'fed,
Thank you for your email and initial comments on the permit application for the West Fraser Gravity Sewer Extension. As
you may know, Mark Russell has retired from our company and remains involved only on a part time basis. I joined the
firm in August of 2018 and have assumed the role of principal engineer for the firm. While I know Mark was the engineer
of record on the original permit application, his departure from the firm prompts several questions that I would like to
pose to you as I offer answers to the comments you have recently provided.
My response to the 7 comments from last Thursday are listed below.
1- Item 11.2 notes the project status is an existing permit/project. If so, please provide the existing permit number and
issue date as noted on the application.
This project is a proposed new project and was incorrectly represented on the original permit application. l have
corrected this and checked the box jar Proposed (New Permit)
2 — Item V. of the application is not complete. Please provide the downstream sewer permit number, downstream
sewer receiving size, and the system wide collection system permit number and owner as required.
The existing Town of Seaboard system is permitted under W00003299. This Wastewater Treatment Facility is a land
application site and is the end treatment facility for WIN discharged to the Facility. I have included the permit # for the
Town of Seaboard WWTF in Item V. l believe this item was left blank on the original application due to the instruction
that reads:

RECEIVING DOWNSTREAM SEWER INFORMATION (If different than WWTF):
3 — Item VI.6 is not marked. Please inform us if this should be marked as 'yes', or as'no', and we'll note the revision on
the application.
This item should be marked as 'no' and I have marked this item on the included revised application.
4 — Item V1.7, please briefly explain how the volume of wastewater generated, 20,000 gpd, was determined. We know
this was discussed in the past, but we need a written response to include with this application.
From the SOC Application comment response letter.
The flow quantities provided in the SOC application were estimated at 20,000 gallons per day. The
actual flow quantities over the past several months have confirmed that the 20,000 gallons per day is
an accurate amount. The flow information was provided by Rick Lynch of West Fraser. Rick Lynch is
responsible for the effluent loads that are transported from West Fraser to KapStone Paper mill located
in Roanoke Rapids NC.
5 - There was no FTSE form submitted as required. Please submit this form.
The proposed flow request for this project involves a direct connection of force main from the proposed pump station
into a gravity MH located at the existing limits of the existing gravity collection system along NC 186. This Gravity MH
is part of the 10" gravity outfall that conveys wastewater to the existing bar screen in the WWTF and then to the
lagoons where it is eventually land applied.
1 have filled out the FTSE form and have attached it to this email as response but am sending it to the Town's Director
of Public Works for the final numbers on the Average Daily Flow for the WWTF. Sewer in the force main associated
with this project does not get "repumped" before it lands in the WWTF lagoon and therefore does not obligate or
consume any capacity of any pumps downstream.
6 — Please confirm that the pumps to be installed will be grinder pumps, which are required for FM < 4" in diameter per
the Division's MDC.
The current drawings and specifications for the project call far Submersible Grinder Pumps to be installed as detailed
on sheet C 13 and as attached to this email response.

7 — Since this application is >2 years old, please confirm that the force main size and length (6,020 If of 3" fm), and the
pump station operational point (50 gpm), are still accurate. The narrative submitted with the application states
approximately 2700 If of 3" fm will be installed. Please confirm the length of FM to be installed, and submit a revised
narrative as needed.
The force main size and length shown on the application are correct at 6,020LF and 3" Diameter. The proposed pump
station will have an operational point of 50gpm.
The 270OLF value appears to be a typo and is being corrected in both the plans, specs and narrative. The correct length
of forte main to be installed is 6,020 LF of 3" diameter force main.
We'll continue drafting the permit upon submittal/confirmation of the above information.
Respectfully,
Michael D. Tolson, PE, PLS
Mack Gay Associates, P.A.
1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
mike(@mackgaypa.com
www.mackqavpa.com

FAGA
Mack Gay Associates, P.A.
Engineering • Surveying • PlannIng
Date: 02/25/2019
1667 Thomas A. Betts Pkwy., Rocky Mount, NC 27804
Phone:[phone] - Fax:[phone]
Firm License: C-0569 - www.mackgaypa.com
LETTER OF TRANSMITTAL
Project Name: West Fraser Sanitary Sewer Expansion
Project No.: PI 60051- Seaboard - West Fraser Sanitary Sewer Expansion
To: Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office- Water Quality Section
We are sending the following via mailed hard copies:
ITEM NO.
QTY.
ITEM -T
DESCRIPTION
1
2
FTA 04-16
1 Fast Track Permit
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
® For review and comment
REMARKS:
Attached are requisite files for form FTA 04-16 fast track permmiting for gravity sewers and pump
stations.
The proposed project will extend an install a new pump station to service the West Fraser Mills
and to install approximately 6,020 LF of 3" SDR 21 force main along the Right of Way to an
existing manhole. The proposed pumpstation will be located on the property of West Fraser and
it will be a duplex pump station with 50 gpm pumps that will operate at a TDH of 49 ft and a 20
kW backup diesel generator will be installed on site.
This project package is being submitted complete except for approval of the following items
Please contact Mike Tolson of 252-446-3017 or 252-343-6467 if there are any questions.
Mike Tolson, PE, PLS
[e-mail]