WQ0023800_Application (FTSE)_20210215

Permit Number WQ0023800
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
30,240
Facility
Central Files: APS _ SWP _
1 /28/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
A Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Boardman Initial Sewer System Minor Wilmington
Location Address County
Columbus
Owner
Owner Name
Town of Boardman
Dates/Events
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Randy P. Williamson
PO Box 87
Boardman
NC 2843800i
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/21/2004 1/25/2021
0��...I�1�J A�1:. .:1: 11 _a_J f[9 _J r _♦ J

GIEv
�E NEERING
1223 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] Fax [phone]
www.wetherillenji.co
To: NCDENR
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
We are sending to you
O Shop Drawing
❑ Submittal Date
❑ Progress Drawings
Date: December 17, 2020
Attention: NCDENR Staff
Re: Gravity and Force Main Sewer Relocation
Fast Track Application for Gravity and Force
Main Sewer Relocation on US 74 at SR1506
Old Boardman Rd./ Macedonia Church Rd.
NCDOT Project R-5797 RECEIVED
Columbus County, N.C.
2020
cot=_o
❑X Enclosed ❑ Email ❑
l] Prints ❑ Tracings
❑ Specifications ❑ Documents
❑ Other
WILMINGTON RO
Under separate Cover
JAN 2 5 2021
COPIES
DATE
NUMBER
-
2
12/17/20
Fast Track Application (FTA 04-16 )
2
12/14/20
Engineers Report — Gravity and Sewer
Force Main Relocation
1
12/16/20
Check #24333 for $480 payable to
NCDEQ for application fee
2
12/17/20
Color USGS map showing site location
and street view
2
12/17/20
Watershed Classification Attachment
form WSCAS-0I-I5
These are transmitted as follows:
❑O For Approval
❑x For Your Use
O As Requested
O For Review & Comment
Dear NCDENR-DWR Staff,
O Approved as Submitted
O Approved as Noted
O Please Return
O Other
Enclosed please find our Fast Track application package for the above referenced project.
have any questions during your review; do not hesitate to give us a call at 919-851-8077. Thanks
L��Date 12/17/20 Signed:
colt L. Kennedy

DocuSign Envelope ID: 98C6D920-03CB-441A-9132-CB9B757553D4
Raleigh
�'WET,HWL Transportation
IIF43bEEH Planning
Bridge/Structural
Civil/Site
WE Design Your Tomorrow ... Construction Observation
Surveying
December 14, 2020
Engineers Report
Sewer Force Main Relocation
US 74 at SR 1703 (Old Goldsboro Rd / Macedonia Church Rd)
NCDOT Project # R-5797
Columbus County, NC
Sewer System Owner /Applicant:
N LAY0j
�EESS /pN
SEAL
- L k-
Town of Boardman ''4%%Glw(
PO Box 87 "
rr....,.
Evergreen, NC 28438
910-734-1305
Randy Williamson, Mayor
Project Description
The purpose of this 3,405' +/- sanitary sewer gravity and force main relocation is due to the fact
that NCDOT will be adding a bridge and Interchange with roundabouts at US 74 at SR 1506 (Old
Boardman Rd. / Macedonia Church Rd.)
The improvements include the construction of approximately 320 LF of 15" SDR 35
PVC gravity sewer main which will be placed via open cut method, 2,622 LF of 10"
C900 DR18 PC 235 PVC force main sewer main which will be placed via open cut
method, 301 LF of 10" RJ DIP force main sewer which will be placed via open cut and in
a steel encasement pipe and 162 LF of 8" SDR 35 gravity sewer main which will be
placed via open cut method. This work will be performed in accordance with the
NCDOT BMP for Construction and Maintenance Activities dated August 2003.
The new relocated sanitary sewer gravity and force main will be owned, operated, and
maintained by Town of Boardman Water and Sewer Department. All construction will be
in accordance with the latest standards and specifications of the NCDOT, North
Carolina Department of Transportation and the NCDEQ, Division of Water Resources,
Water Quality Permitting, PERCS Unit.
1223 Jones Franklin Road Phone: [phone]
Raleigh, NC 27606 Fax: [phone]

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A VAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DMOon of W*Aer Retourcerr FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number.
(to be completed br DWR)
All items must be Completed or the application will be returned
I. APPLICANT INFORMATION:
I. .Applicant's name: Town of Boardman (company. municipality, HOA, utilit)', etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State/County ® Municipal
3. Signature authoritv's name: Randy
Williamson per 15A NC.AC 02T .0106(b)
Title: Mayor
4. Applicant's mailing address: PO Box 87
City: Evergreen State: NC
Zip: 28438-
5. Applicant's contact information:
Phone number: (910) 734-11 05
Email Address: mavorbnc,t�aol.com
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I . Project name: Utilitv Construction Plans — R-5797
2. Application!Project status: ❑ Proposed (New Permit ® Existing Permit,Project �
If a modification. provide the existing permit number: W00023800 and issued date: 5= e
1-04 r 1,
If new construction but part of a master plan. provide the existing permit number: W000
3. County where project is located: Columbus
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.436139Longitude:-78.950440`
5. Parcel 1D (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Alan M Maness.PE License Number: 022092
Finn: Wetherill Engineering, Inc.
Mailing address: It 223 Jones Franklin Road
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: ammiiess,a,wetherillen<_,.cont
C,,t_, " 6- 3-c&
IV. WASTEWATERTREATNIEN'f FACILITY (WWTF) INFORMATION:
I. Facility Name: Town of lF3� Wastewater Treannent Plant Permit Number:
Owner Namc: Town of Rem*= 4- AI VVrW
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF);
I. Permit Number(s): W'QCS00097 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System PermitNumber(s)(if applicable): WQCS
Owner Name(s):
FORNI: FTA 04-16 Page 1 of

NT GENERAL. REQI'IRENIENTS
I. IPthe Applicant is a Privately-OHned Public Ltility. has a Certificate of Public Convenience and Necessity been attached
❑ Yes ®\o ❑N A
?. If the Applicant is a Developer of lots to be sold_ has a Developci s Operation jl A,recmuilPOR:AI DI At been attached?
❑ Yes ❑No EN A
._ If the Applicant is a I IUme'PI'OPCM OwnersAssociation, has an Operational :Agicament (FORM: 110 \) been attached"
❑ Yes [—]No ®V .a
4. Origin of evastcwater: (check all that apply):
® Residential Oxined ❑ Retail (stores. centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail v,ith food preparation service ❑ Hotel and or Motels
❑ School preschool day care ❑ Medical dental veterinary facilities ❑ Swimming Pool Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool Filler Backwash
® Businesses offices factories ❑ Mrsin, Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 1001Su Domestic (.'onnnercial °o Commercial
"o Industrial (See IyA WM 021-0103(201)
L ------ )-Is there a Pretreatment Program in effecto. ❑ Yes ❑ No
6. Has a flow reduction been approved under IAA WVC 02T _01 IJ(f)? ❑ Yes ® No
Ifyes, provide a covv of flow reduction apnroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 03T.01 Id(f))
Doily Design Flow"
No. of Units
Flow
gaL
GPD
aU
GPD
gab
GPD
gal
GPD
gal
GPD
gal
GPD
Ibrnl
GPD
a See 1 � % A( \( 0" 1 01 la(b). (d). IQ)(I ) and te)(21 for caveats to wastewater design Flow rates (i.e., minimum 11OW per
dwelling: proposed unknown non-residential development uses: public access facilities located new high public use areas:
and residential property located south or east ofthe :Atlantic Intracoastal Watemav to be used as vacation rentals as defined
in G.S. 42.\-4).
b Per 16A VCAC 021 .0114(c). design Ilow rates for establishments not identified (in table I �A VCAC 02T.01 Id] shall be
determined using available Flow data. water using futures. occupancy or operation patterns. and other measured data.
S. ACastcwatergenerated by protect GPD Iper I s.-A ACA( 02T .0114)
Do not include future fhM s or preaioush permitted allocations
If permitted Clow is zero, indicate why:
❑ Pump Station or Gravity- Sewer where floe tt ill 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 IGsplain):
FOR.AL Ff.S 04-16 Pane _' of

V'It. GRA% ITY SE\YER DESIGN CRITERIA (If Applicable) - 021-.0305 & IIDC (Gni%itc Sevicersl:
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 162 SDR 35 pA'C
._ li 320 SDR �5 P\C'
I
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
I Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allotaed and a violation of the MDC
vin. Pt Nw s'rA rION DESIGN CRITERIA (If Applicable) —02T.0305 & MUC (Pumn Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions eallons per day (firm capacity)
1. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head ( f DI I)
_. Summarize the rorce main to be permitted (For this Pump Station):
i
Size (inches) Length (feet) Material
29'_3
C900 DR18
PC_3I PVC
I
6. Power reliability in accordance r+ith I � V AC. -AC 02 f .0305(h)( I ):
❑ Standby power source or pump with automatic activation and telemetry - I sA VAC 02 1 0305(h)( I )(L3)_
Required tot all pump stations with an aVcl'age daily tlow greater than or equal to 15.000 gallons per dap
Vlust be permanent to racility
Or if the pump station has all averaee daily Ilow less than L.000 gallons per day:
❑ Portable power source with manual activation. quick -connection receptacle and telemetry - I sA SCAC 031
.0305(h)( I )(C)
or
❑ Portable pun)ping Unit with plugsed emergency pump connection and telemetry - I �: ACAC 021' .030i(h)( I )(CI:
It shall be demonstrated to the Disision that the pottahle source is owned or contracted b% the applicant (draft agreement)
and is compatible with the station.
It portable poker source or pump is dedicated to multiple pump stations, an esalualion of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including trawl timerrames, shall be provided
in the case of a multiple station power outage.
FOR\1. FTA 04-16 Pace 3 of

IN. SETBACKS & SEPARA IIONS —(02B.0200&.15ANCACO21'.0305(t))r
I. Does the project compy with all separations found in I5.A VC:1C o'_T .03051 f) & 1 gl
I I5A ACAC 03T.03o5(t) contains minimum separations that shall be provided for server systcros.
® \'es ❑ .\o
Setback Parameter*
Separation Rei uircd
Storm servers and other utilities not listed below (vertical)
-'T inches
1Fater mains (vertical -eater oversewer including in benched trenches)
18 inches
\t ater mains (horizontal)
10 Ref
Reclaimed water lines (vctiical - reclaimed over sewer)
13 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
'_ feet
**Any private or public water supply source. including any wells. WA ;-I waters of ('lass I or
Class II inn pounded reservoirs used as a source of drinkin water
100 feet
"Alt aters classified W S (except %N S-1 or \G'S-C ). B. S-%, ORR'. HQN. or SB from normal
high viatei lot-tiile elevation) and wetlands (see item IX.2)
50 feet
**Amother stream, lake.. impoundment, or ground water lowering and surface drainage
ditches
10 feel
Anv building foundation
s feet
.Anv basement
10 feet
Top slope of embankment or cuts oflfeet ormore vertical height
10 feet
Drainage systems and interceptorr drains
5 feet
;Anv, swimming pools
10 feet
Final earth grade (vertical)
36 inches
1i A A('. -AC 0_T.0; oi(u) contains alternatives where separations in 0'-T.O',05(1) cannot be achieved.
**Stream classifications can be identified using the Divisions NC Surface AN titer Classillcations wcbpage
If noncompliance with 02 1 01051 fi or (g1, see Section X of this application
'_. Does the project comply with separation requirements for wetlands'. 00 feet of separation) ❑ Yes ❑ \o
See the 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
As built documents should reference the location of micas effected
.. Does the project comply with all setbacks found in the river hasin rules per ISA NC -AC 01_B .0200? ®Yes ❑ Vo
This would include Trout Buffered Streams per I5:A V -A(_ _13.0�02
d. Does the project eonpply w ith an individual 404 Permit or any To 1 Certifications" ® A'es ❑ Ao
Reiland -related permits shall be requested. obtained and adhered to for projects that impact wetlands or surface waters
Infompation can be obtained from the 401 & Buffer Permitting Branch
s. Does project comply with I SA V(';A( 0' 1 Olo5ic)O) (additional permits certifications' ® Ycs ❑ Vo
Per I s.A V VC 0' 1 0I o5(c)16), directly related em ironmental permits or certification applications are being prepared have
been applied for. or have been obtained. Issuance or 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 I sA V(-AC 0' 1 0402, "high -pi ior'm- sewer' means "am aerial sewer. sewer contacting surface waters, siphon. or sewer
positioned parallel to streambanks that is subiect to erosion that undermines or deter orates the sewer.
❑ Yes ❑ Ao
If yes, include an attachment with details for each line. including type (aerial line. size. material. and loeatlon1.
High prioritY lines shall be inspected by the permittee or its representative at least once every sir -months and inspections
documented per 15A NCA(' 02T.O4103(a)(5) or the permitee's individual Scstem-N=ide Collection permit.
FORM, FT:A 04-I6 Paige 4 01 s

DocuSign Envelope ID: F49780FE-A45C4691-9848-BF619C6D5AB7
X. CERTIFICATIONS:
1. Does the submitted system comply with l5A ';CAC 02T, the Minimum Uesien Criteria for the Permitting of Pump Stations
and Force Mains (latest versimil and the Gravity Sewer Minimum Design Criteria (latest versionl as applicable?
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and suivortine documents
2. Professional Engineer's Certification:
Alan M. Maness, PE attest that this application for
(Professional Engineer's name from Application Item Ill.I J
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. I 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 signifies that 1 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 $25,000 per violation. 12/17/2020 1 11: 28: 26 PST
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
<<
ESS/� ••, y
• a SEAL _
022092 i=
q ........ NK
Oxu9prce4
^^ ____attest that this application for
name & title frApplication 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 2I z6A 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 line not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
Signature: ("y._ ti- �1�._. i 1 Date: _" L O-1
FORM: FTA 04-16 Page 5 of 5

January 29, 2021
Mr. Alan Maness, P.E.
Wetherill Engineering
1223 Jones Franklin Road
Raleigh, NC 27606
Re: 10-inch Forcemain Relocation
TIP Project # R-5797
Mr. Maness,
We have completed a review of the proposed modifications to the existing 10-inch forcemain
that is part of the regional wastewater system serving Fair Bluff, Cerro Gordo, and Boardman.
Based on record drawings for the existing forcemain and pump station and design drawings for
the proposed modification, we have determined that the proposed project will increase the
overall head loss in the pumping system and reduce flow slightly. Based on the design condition
and pump model listed on the as -built drawings, we estimate that the forcemain modifications
will decrease the pump rate by 5 to 10 GPM or about 1.5% of the permitted pump flow.
The pump rate following the proposed project is expected to exceed the flow required by
NCDEQ minimum design criteria for self-cleaning velocity. In addition, the reduced pump rate
will provide a peak factor greater than 2.5 x's the permitted design flow of 0.295 MGD. Plan
excerpts, pump curve, and calculations supporting these conclusions are attached.
Please let me know if you have questions or need anything else.
Sincerely,
LKC ENGINEERING, PLLC
L
Mark Lacy, P.E.
Digitally signed
by Mark Lacy
Date:
2021.01.29
13:52:10-05'00'
LI:C Engineering, PLLC, 140 Aqua Shcd Court, Aberdeen, North Carolina 28315 * PH: 910/420-1437 * FAX: [phone]
License No. P-1095

LOCATION' ID A
10 Ile
_ • 4
IRev
ATION ID" B49
Vt
1000, 0 1000' 2000'
PROJECT R-5797 USGS TOPOGRAPHIC MAP
COLUMBUS COUNTY 12/142020
�,/��// 1223 Jon" Fanklin Rd.
V�YETHEFILL Raleigh, N.C. 27606
ENGINEERING Lis w No. F-0377
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