WQ0042740_Application (FTSE)_20210910

Permit Number WQ0042740
Program Category
Non-0i5Cmgrge
Permit Type
Gnavl y Sewer Extension Pump Stations. 8 Pressure Sewer Extensions
Pnnrary Reviewer
tyler ben5on
Coastal SWRule
Permitted Flow
Facility
Central Files APS — SUUP
811 Of2021
Permit Tracking Slip
Status
Protect Type
in review
New Proleet
Version
Permit Classification
A
Indiwduar
Permit Contact Aff1hotion
Facility Name MajortiYlinor Region
'311Dd '?,s•e- SE -Orel Minor Wilmington
Location Address County
Columbus
Facility Contact Affiliation
Darren L Currie
1000 Nolan Ave
Owner Whiteville NC 28412
Owner Flame
City of MARVdie
Owner Type
Government - Mun+copal
Owner Affltiafion
❑amen L Cume
PO Box $07
DateslEvents Whit"Ile NC 28472DS,
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
819M21
Regulated Activities Requested !Received Events_
Additional information requested ,~�^
Additional informehon received
Outfall
waterbwy Name Streamindox Number Current Claws Subboviln

y
l
August 3, 2021
Anderson Engineering & Assoc., P.A.
P.O, Box 1736
105 Norih Cirippeuv
LrrnrberioiL NC 2{59
Licepisisre No.: C-0793
NCDEQ — Divison of Water Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Ref.: Magnolia Subdivision Sanitary Sewer Extension
Whiteville, NC
To Whom It May Concern,
Lrrr►- Anderson. P.E.
pre sidenr
Please find the following enclosed for your review and approval:
+ One original and one copy of the Fast Track Sewer Syslein Extension Application
* Check for $480
+ Flow TrackingJAcceptance Form (FTSE 04-16)
USGS Topographic Map
+ Street Level Flap
A new 12-lot subdivision is being developed in the ETJ of Whiteville. NC. The City of
Whiteville has agreed to annex and provide public sewer to this subdivision. There is
currently a 12"o sanitary sewer main on Pleasant Plains Church Road that we plan to
connect to. The design includes 4 new SSMIis that will extend an S"o SDR-35 PVC into
this subdivision approximately 6251f.
This new sewer main will service 12 duplex (3 bedroom) sites at 360 gal/day/home. The
flow allocation required is 8,640 gpd per Wastewater Design Flow Rates with a peak flow
rate of 12.0 gpm. I used a calculated Peak Factor of 2,
Should you have any questions, please feel free to contact me. Thank you in advance for
your review,
Sincerely.`
ANDERSON ENGINEERING & ASSOCIATES, PA
f i AUG 0 9 1 G #
Renee Taylor, Engineering Technician
Enclosures
National Society of
PrrtfNs_sir nal Engineers,
TILY t VI.- JJcvl'ee,ffrmbrr
Phone. [phone] • Fw - 1910) tales-0838 • E-Pnaik uricfersoneaginceringprrC,-ifrnil.(,mr t

State of North Carolinas
Department of Environmental Quality
DWR Di%ision of Water Resources
ISA NCACO2T.0300- FAST TRACK SEWER SYSTEM EXTENSION APPLICATIOiN
DIVlslon of Water Resources FTA t14-16 & SUPPORTING DOCUMENTATION
Application Number: no be cmplciedhg DWtt1
All items must he completed or the sryplicatinn N ill be returned
I. APPLICANT INFORMATIOX
L Appiicant's name= CITY OF W -1ITEVILLE (company, municipality, I-10A, utilit}. etc.)
2. Applicant tape: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Prisatelyd]wned Public Utility
❑ Federal ❑ SiaterCounty © Municipal ❑ Other
3. Signature authority's name: DARREN CURRIE per 15A NCAC 02T .(1106(h
Title; CI FY MANAQERR
4. Applicant's mailing address: PO BOX 607
City: WHITEVIL�F Statc; NC Zip; ZHU-_
5. Applicant's contact intbrmation.
Phone number: [phone] Email Address: dcurrie rtfci.whiieviile_nc_us
II. PROJECT INFORMATION:
L Project name: MAGNOLIA SLIBDIVISION
2. App licati on: Project status: [D Proposed thew Permit) ❑ Existing Permit'Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO�
3, Count} %here project is located: COLUMBUS
4_ Approximate Coordinates (Decimal Degrees): Latitude: 34.291775 Longitude:-79.725806
5. Parcel ID (if applicable): 0199,01-27- 355.000
for Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: LARRY tic'_ ANDERSON LicenwNumber: 13325
Firm: ANI]ERSONI ENGINEER INC, & ASSOCIATES, P.A.
Mailing address: PO BOX 1736
City- LUMBERTON State: NC Zip: 28359-
Phone number: (qj-0)671-4530 Email Address: andersonen,rineerin ra mail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I- Facility Name: Whiteville Wastewater Reclamation Facilit4 Permit Number: NCO021920
Owner Name: Citv of Whiteville
V. RECEWING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ! Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Nitrmber(O 01'applicahle) WQCS 72
OwnerName(s): CiU of Whiteville
FORM: FTA 04-16 Page 1 of 5

VI. (:[.NFRAi. REQUIREMENTS
1. if the Applicant is a Privately -Owned Public t itilit%, has a Cerlificate of Public Convenience and Nece..sits h- en attached;'
❑ Yes ❑No E]NIA
2. Ifthe Applicant is a Developer of lots to br sold, has a Develilocr'5 Operational A *r yrnot VQRM: DEN been attached'
❑ Yc-s ❑No QN.'A
3. If the Applicant is a IIonic ProNrty Qwners As+uciatk?n, has an Operational Agreement (FORM 140A1 been attached"
❑ Yes []No ❑N'A
4. Origin of wastc►vatcr: (check all that apply)-.
® Resideniial Owned ❑ Retail {siores. center~. malls) ❑ Car Wash
© Residential [.rased ❑ Retail ►vith food preparaiion'servicc ❑ Flotel ar&or Moicls
❑ SChO01 ' prcSChonl day Carr ❑ Mcdical 'denial veterinary facilities ❑ Swimming Pool `Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool. Filter Backwash
❑ Businesses, ofl-occs factories ❑ Nursing Flomc ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 ° o Domestic'Commcrcial °b Commercial
"o Industrial i See I5A NCAC 02 F .0103120))
L----y Is ilterc a Pretreatment Program in effect? ❑ Yes ❑ No
6. llas a floe reduction teen apprnvcd under 15A NCAC.QT 1 I n ❑ Yes ® No
it yes, nrm•ide a cony of flog+ reduction annro%al letter
7. Summarirc ►visiewaier generated by project:
Establishment Type (sec 02T.01 14(o
Dail,) Design Flow
No, of Units
Flow
12 DUPt.FX UNITS EACH
gal'
GPD
CONTAINING (_21- 3 BEDROOM UNITS
360 gal/day
24
8640 GPD
gal.'
GPD
gal
GPD
gal
GPD
gal'
GPD
Tufal
8640 GPD
a See ISA NCAC 02T .01 la(b). (d)-teX_I_1_;Ind feX21 fur caveats to wasteW3ter design flow rates (i.e.. minimum flow per
duelling: proposed unknown non-residential development uses: public access facilities located near high public use
areas: and residential propertw located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.5. 42A4 -
b Per 15A NCAC 02T ,0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0I la] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: tL42 GPD (per I5A NCAC 02T.0114
Do not include future flows or previously permitted allocations
if permitted flow is xcro, indicate why-
0 Pump Station or Gravity Sewer where now will be permitted in subsequent permits that connect to this line
❑ Flow has almady been allocated in Permit Number:
❑ Rehabilitation or mplacemem of existing sel+cr .t ith no new flow expected
❑ Other ( Explain):
FORK FTA 04-16 Page' of 5

V11. U.RAVIT1' %EWFR DESIGN CRITF RI I If Applicable) - 021 .031)1 & ,NI DC (Gravit► Se►+[rsl:
Sumnaarire grain se++er to be permitted:
Size (Inches)
Lencth {feet)
Material
:3"
625
SDR-3S PVC
R"
20
DIP
Section I & III of the MDC for Pttmhting ofCravite Sewers contains information related to design criteria
5eetion IiI cemmains information related to minimum slopes for gravity sewed-)
OvrrsixinV lines to meet minimum elope requirement is not allowed and a violation of the NI DC
1 Itl, N NIP STATION DESICN C RIILFRIA (If Applicable)-027.0304&. MIX (Pump 4tationsTorce Mains :
COMPI.F:TI-' P014 FA(jI P1 41PtiI'kTION' 1'v['1.t.1)E1) 1%'I'lIIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal DLegrees); Lamitudc: Longitude: -
Design flow of the pump station; millions gallons per day (firm capacity)
3. Operational poi ntls) of the pump(s); gallons per minute at feet total dynamic head (TDHI
5. Summarize the force main to be permitted (for this Pump `nation).
Size (inches) Length (feet) Material
0. Power reliability in accordance with 15A NCAC 02T .036S(h)( I
❑ Standby power source or pump with automatic activation and telemetry - iSA NCAC 02T .0305(hg I KB);
Required lot all pump stations with an average daily flow greater than or equal to 15.000 gallons per day
r Must be penmancnt to facility
Or if the pump station has an w6crage daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation. quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(hXIKC)
Of
❑ Portahle pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 42T .0305(hX I )CC):
It shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible wrilh the station.
If 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 travel timeframes. Shall be
provided in the case ofa multiple station power outage.
FORM; FTA 04-16 Page 3 of

Ix.
NY rli•1c h y& %F1'ARATiONS .- (11211 .I1-2t111 A IS A V V 021 .11305(f));
lXws the proicti] comply "ith .ill �vparation, found nt I: N tit .V Ii.' I .()i 5( Ycv ❑ No
r 14A Nt'At, (i2 y1 tlin5tI) contains mininm in scparalionr ilia] shall be nn+vided for .v%er y%Niern,
-�— - tiCthla4� I',Ir,n,n•lri'
- — — —
Siornl ,C�+Cr1 :lull )f lie r uti litie --ntlt listed ]belt+ti5 { h l'l � l�',II i
ktmor main_kerticak%vaicr pvrr,e►%cr nmcluding u1 hcnrhed ]reaches)
tic ilr7linn Rc tuned
—� -- — y----
�•t inches
—
— --19 inches
11 atcr mains horiioniall
10 feel
Reclaimed +voter lints vertical - reclaimed over sewer)
Is inchcv
RMaimed I%jtrr bass (11uri tonlal • reclaimed over rewer)
•`Am prilate or INIblic %4aleT ,ripply Cotircc, including any wells. WS•1 I%atcr% of Class I or
Class 11 im ]united rv, ter% lrs {I,Ld as i1 "irce of drinking water
*'Watem: claisificl 11 ti I%� :cpi 11 S-I ur WS-V), 13. 5A. ORW, 1-1QW, or tiI from normal
high ":[ter or tide cic+.ration) and %%c{lnnds cwe item 1X.2)
*'Ant anther stream, lake. impoundment, or ground water lowering and Mtrhice dr.rinatc
ditches
Any building foundation
2 feet
I(H) feel
So fret
10 feet
5 feet
10 feet
Ant haNemcnt
TT slope of cmbanl ment or cuss of 2 feet or more verticalheighi
to feet
Drainage ssstems and inicrcc ]or drains
5 feet
Any s►vimming pool.,
10 feet
Final earth gtwde {titrtical)
36 inches
15A NCAC O_'T.03U5ta1 contains allcmatives where separations in 02T.0305cannot be achieved,
0� "Stream class ification% can be identified using the Division's NC Surface Water Class i licat ions weboage
Jl If noncompliance with 02 T.0305(t) or (ktf, sec Section X of this application
3, Does the project compl► with separation requirements for wetlands? (50 feet of separation) El Yes ❑ No
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifthc alternative design criteria specified is utilized in design and construction
e As built ducumenis should reference the location of areas effectcd
3. Dor,:s the pnmjecr comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200`' ® Yes 0 No
ol 1-his Mould include Trout Buffered Streams per 15A NCAC 21B.0202
4. i)oes the project eottt1101y with an individual dad hermit or any 401 Certifications`' 0 Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Pernmitting Branch
.. Doss project comply with 15A NCAC 02T.0I05(c)(6} (additional permiWcertifscations)? 0 Yes ❑tit
Per 15A NCAC 02T.0I05tc)(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 ordependent permits (erosion and
sedimentation control plans, stommwater management plans, etc.).
h. Does this project include any sewer collection lines that are deemed "high -priority''"
Per I5A NCAC 03T.0402, "high -priority sewer' means "any aerial sewer, sewer contacting surface waters. siphon, or sewer
positioned parallel to streambanks that is subject to erasion that undermines or deteriorates the sewer.
Yes ® No
If Yes. include an attachment with details for each line, including type (aerial line. sirs. material. and location).
High priority lines shall be inspected by the permittee or its representative at Icast once every six-rrmonth% and
inspections documented per 15A NCAC 02T.0403(a)(5) (Fr the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

(TR rib R ATIONS:
Does the submitted system cnmply with 15A NCAC 02 f, the u,m Stations
�izi #�t�rcp� gSS t[st of and theUra? Ix ScmiMmmmum EcAmUtcirlilgal vgfsion as applicable'
Z Yes © No
IFNo, complete and submit the Variance/Alternative Design Requesl application IVADC 10-14) and supporting documents
for review Approval or the reauest is rcnuiredlrrior to submittal of rite Fps# Track Aunlic#lion and sunnorline
documents
Professional Engineer's Certification
[,'A9*_ _ VJ, � V` °� arrest that this application for
(Professional Engineer's name from Application firm Rl 1 )
has been reviewed by me and m accurate, complete and consiMcnl with the information supplied in the plans. spcciGcatiosis,
engineering calculations, and all other supporting do uinentation to the best of my knowledge I further attest that 10 the best
of my knowlcdgt the proposed design has been prepared in accordance with the applicable regulations. Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Mmimurn Design Criteria for the Fast -Track
Pctmitting of Pump Stations and Force Mains (latest version). Although other professional; may have developed certain
portions of this submittal package, inclusion of these materials under my signature and scal signifies that I have reviewed this
material and have judged it to he consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.GA and 143.215.6B, any person who knowingly masses any false
statement, represenlauan, or certification in any application package shall be gtsilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,0M as well as civil penalucs up to $15,000 per violation
North Carolina ProfessionX I ii_mocr'c seal, signature, and date: i
r
1z''s, ssr f6
9 7
SEAL
� 13325 =
AppIicant's Certification per I5A NC:AC 02T .0106(b)
1- C 4 r �T'� attest that this application for
(Signatum Authority's name & title from Applic tion Item 1-3-)
has bccri reviewed by me and is accurate and c❑mplcte 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 rrturned 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 Wwtr 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 143-215.6.A and I43-215 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 iinr n exceed 51 D,D well as civi I penalties up to 525,040 per violation,
Signature Dater
FORM FTA 04-t6 Page 5 off

State of North Carolina
Department of Environment and Natural Resources
Division; of Water Resources
Flow Tracking{Acceptanee for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: CITY OF WHITEVILLE
Project Name for which flow is being requested: MAGNOLIA SUBDIVISION
More than one FTSE may be required for a single pro{ecr rf the owner of the WWTP is not resporrsrble, fnr aff pump
stations along the route of the proposed wastewater flow.
I c'Otztpictc this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Whiteville Water Reclamation Facility
b. WWTP Facility Permit C NC 0021920
A11J7ows are in MGD
c. WWTP facility's permitted flaw 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.338
e. WWTP facility's actual avg. flow 1.260
f Total flow for this specific request 0.008
g. Total actual and obligated flows to the facility 1.598
h. Percent of permitted flow used 63%
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+Q
(F)-(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow"
Current Avg
Tributary
Flow Plus
(Name or
Capacity,*
(Firm I pt),
Daily Flow,
Daily Flow,
Obligated
Available
Number]
MGD
MGD
MGD
MGD
Flow
capacity*' •
Lift Station
#5
1.08
0,540
0.167
0.008
0.175
0.365
Lift Station
41
7.920
3.168
1.120
0.008
1.128
2.040
The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achievedwith the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pumpstation divided by a peaking
factor (po not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the 14'1V'-1'P where the Available Capacity is < 0.
Page Iof6

III. Certification Statement:
I Newlyn McCullen 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 piant under normal circumstances, given the implementation
of the planned improvements idcntiried 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 resiponsible party.
Signature of this form indicates acceptance of this wastewater flow.
~Signing
, ignalure
Page Z of fi
-7)Z6bJ
Dale