WQ0034524_Application (FTSE)_20190425

Central Files: APS SWID
3/20/2019
Permit Number WQ0034524 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions B Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRulle
Permitted Flow
0
Facility
Facility Name Major/Minor Region
Country Walk Pump Station Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
Ann B. Hardy
PO Box 249
Dates/Events Bolivia NC 28422024
Scheduled
Orig Issue App-Received Draft Initiated issuance Public Notice Issue Effective Expiration
1/15/2010 3/18/2019
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name
Streamindex Number
Current Class Subbasin

NORRIS TUNSTALL
CONSULTING ENGINEERS P.C. -
1900 Eastwood Rd., Suite #11
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
March 13, 2019
Dean Hunkele
NCDEQ —Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sewer Extension Fast -Track Permit Application
Country Walk Subdivision
N&T Project No. 18020
Dear Mr, Hunkele,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
Enclosed is the Fast Track Sewer System Extension Application (FTA 04-16) , a copy of the
Sewer Narrative, the Flow Tracking / Acceptance Form (FTSE 04-16) from Brunswick County, a
copy of the sewer capacity calculations, two (2) 8 % x 11 color USGS Topographic Maps, two
(2) site plans (ledger size) and a $480.00 check for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Thoma/t24
heetz, E.I.
TJ S/ttw
18020 03-13-19-s-fast track swr-Itr
Enclosures
cc: Ed Burnett
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NCBELS License C-3641

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation El General Partnership ❑ Privately -Owned Public Utility
❑ Federal Z State/County ❑ Municipal ❑ Other
3. Signature authority's name: William Pinnix per 15A NCAC 02T .0106(b)
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249
City: Bolivia State: NC Zip: 28422-
5. Applicant's contact information:
Phone number: [phone] Email Address: william.pinnixgbrunswickcounbmc.gov
II. PROJECT INFORMATION:
1. Project name: Country Walk Subdivision
2. Application/Project status: sed (New Permit) Permit/Project WGK03�5�1—
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: WQ00
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.109538° Longitude:-78.120715°
5. Parcel ID (if applicable): 11100014
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Phillip Norris, P.E. License Number: 11966
Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing address: 1429 Ash -Little River Road
City: Ash State: NC Zip: 28420-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Regional Permit Number: Q 0023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): VAOJML
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Page 1 of 5

. VL' GE'NERAL REQUI.REMENT.$
v
.1. If tlic.Applicant is a PrIvately-Owned Public'Utility,11-ific as a Ceilate of.'Public Conven ience and. Nocessity been attaclied?
El' Yes No Z N/A
2. If the Applicant is aDeveloper of lots to'be sold,has a. Dovelmexls_ omal.A.eement (FORM:.DEV) been attached?
El'yes
J0 N ZN/A.
I A
I as gi -.k-. tigi rrq�n beemattached' 1. 'If the A ph an-t is. a Home/Prop -tv wners' Assoc *ptioll. 11 peratio ?
paa�
E] Yes, []No ZN/A
4. Origin of wastewaten (he d1.1 that apply):
Residential Owned Retail (stores, centers,, ma I Hs). Car Wash
El Residential Leased EIRetail wilith. food` 'IElotel aid/or Motels
pre-paration/servi ce
School / preschool / day care El Medical / dental./Yeter'Inary facilities -swimmin 'pool /Clubhouse
El -Food.-and ckink�facilitjies El Church El S1Wi'mmfi1gI?ooJ/r--ilter Backwash
- ( :I # *
ElBusliliesses. toffices factories Nurs.mg -.1,10 -me D 0( her Exp am in Attachment)
�5. Nature of wastewater : 'LO.0 O/o Domestic /Comamerclal 0-%. Commercial
0 % Industrial. *. See, .15.A N'QAC 02T .0103C.2k.).
_+.1s there a Pre.tre.at0ent'Program-.1in afYes N*fect? 0
.6. as -a flow Teductlowbeen approved. -undor 15ANCAC 02'r .otl4 1Z Y,es El 'No
.... .. . . .... ..
> If 4m.provide a.. co . .,of flow redyet io.p.q.R.p. -oval leffer
m S. py
7. Summarize waste rater generated by prQject:
6�b
Daily DeA., gm.*Flow NO# of " Units Flow Estabi Ish men UType, �(�:ee 0271.01,
.gal/
GPD
.gal/
G- VD
gal/
`PD
gal/
0111D
gal/
G. p .0
ga'V
GPD
Total
GPD
a Se.e.1 5.A. N*CA. C 021,01_14(b), (d.)Le)(.1) and Le)(2) Boo caveats to wastewater desiign um.,talters (-Le. Milli-Mulp flow per
dwelling, prop ed. w1known mn-�vesideiitial developtuent us bl Hi b i Mas:*
os P-5; PU ic access to near higivpu lic -Lise al
S den 'o ei a tho fic.1.ntracoastal W s I andre i wialpr P .1y'locatedsouthote stof.. At'lan Water ay Ito u ed as -vacation rentals: as de filied
b Per'' 15.A NCAC 02T kO'l '14(0),- deli gnflow rate s for estab lis jimentsno't identifflied [in table 1 5A NCSC 021".011. §hall.be
.Usl 'ter -using fix.- ccu anc o 0, tt 8, and. oth leasured. data. determined Ing avai. le flow data., wa tv. res - p tit" er
I -V r per ion pa ern
P
''0Jj
swwaer generated by *ect, GPD (per 1N CAC 02T . proj 5AA)
)O� Do not inc'lude.fifture. Rows S Per
or* 'reviou I itted. A110cations
p y m
.If p.ermitted...:flow iszero indlicat why:
Station or Gravity Sewer where flow will be permittedin.su' aconnect bsequent p erits tatto thl s* lhie*
El Flow has alre-Ady beeo allocated fn.Perrn it-No.gib er.
0.
Rehabilitation oi- re la ement of existing sewer with. ho* new flow- expected
Other (_Emlain): 19 0 GPD has been requested on a sep ate. AIS. 3A
FORM -.FT. A 04-16 Page 2 of 5

lay sewel
VIL GRAVITY SEWERDESIGN CRITERIA (if Applicable) - 02T.0305 & AD�L G'kjavity Sqsver-s
Suminarize gravity sewer to be.per pit ted:
sy"m (inches) Length (feet) Material
)> Section 11& *111 of -tb..e.,'MDC for Permitting. of Gravit yy Sewers comains mifors: ation related. .-to. des-1911 criteria
Section 11*1 c botai.ins in.fbrmatio.n. related, to slqpes for gravity se-wer(s)
Oversizin lines t t mi U. slope:requiremen- is not allowed and a lat"
9 0 'Mee, I'llim t vio ion of the'MDC
VIIL PUMP STATIONDESIGN CRITERIA (if Applica'blp) 02T *0305 & UDC.
r ML.0umnin
CONFLE TE...'FOR EACHPUMP STATIONANCLUDED INTRISTROJECT
P am atio , n numbe r or -name p st<
ApProximate Coordlin*at.e.s (Dqcii.m4I.Degree4): Latitude: 34.1084790 Iongitude: -78.11 .7-4370
I Des .]'gii..-fl.owofth.e.put -nps-t-aiion., O.'].'1.52,milliot.-isgal..I.Ons:perday (.fi..tiacapacity)
4. 0 atio-nal point(s t .0 inp(§): EO .gallons Per ininute at -.80 Ib- ot tote dynamic, 'llead. (,rDH)
pert of. ­h pu
5.. SumumariZe the :force main to be permitted (for this' uT Station)*
P P I
6, Po-wer.-rel.i.abi'l-'t-t..y-i.ii.acc.o.rdance with 15A NCAC 02T,,0305ffi)(I
Sttndbypower sour-ce o.rpu'm. With. auto.matic activation and telemetry - 15A N'CA..C'.02,.r.0.305(lei )(1)(B)*.
p
than. or equal to 15,000 gallons per: -day
)> Required -for, all pump, Stations with an average daily flow, greater,
> Must be Permanent to fac . 1 4 Ility
Or if the pump station bas an average datily,few :le.8s tbah. 151000 gallonsper day:
'ion y. C A-C 02T
El 'Portable power source with m.7. anual actmit q.'Uick-contiec,�t"ion..tece.p.-.t.aole and teltemetr -".15AN
or
Portahle Pumping unlitwith p'14gged emergenc on and I-emetry - 15A NCAC 027.0305(h)(1)(C):
y pump connecti te
> Inshall. be demonstrated.to the Division,thatth port4bleso d, ntracted by,the applicant (draft agreement)
q.rce is mae ;.or c.o
and is compatible w1ith the station..
e icawdto -, ul'
fthe P-0 e power sour ce. or pum " . m tipJepv.m.p:.q-t n mp ta
> rtabl P is- d di. ations, an evaluatio of all -the pu. s tionsstorage.
imudi g el time -frames, h 11 'be provided
capacities and the rotation schedule. of 'the portablepowe.'r Source or pump.,, [n ft -tray s a..
hilhe case: of a mi&Jple station power autage.
FORK.-FTA 04-1.6 Page .3 of 5

It
. IX. ' SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g�
1 S A N(� A (ry (17T (l�[1S(fl �nntaine minimum cenaratinne that chall he r�rnvirie� fur cewer wgtemw
[D Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I 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 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes ❑ No
➢ 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 areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑ No N(,p
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ❑Yes ❑ No N1{q
➢ 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 PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/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
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee 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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains latest versions and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
0 Yes ❑ No
If No, complete and submit the Variance/Alternative 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 supporting documents.
2. Professional Engineer's Certification:
I, y XJV attest that this application for
(Professional gineer's nam from Application Item III.1.)
R
too" C�5-VI, VI..5 Iep .
has een reviewe b me and is accurate, com lete and con istent with the information supplied in the plans, specifications,
Y p
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 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 143-215.6B, 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. M 11f r jt�
North Carolina Professional Engineer's seal, signature, and d:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
It i `1 q '7 % R
tn� Y1 application for
attest that this app cat
(Signature Authority's name & title from Application Item I.3.)
0,0t1A17-1#PY W,044,ke RI661VASIVAI
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 line not to exceed $ 000 as well as civil penalties up to $25,000 per violation.
4.
Signature: � � .-� • Date:
FORM: FTA 04-16 Page 5 of 5

aA- I 803 )
�W
sir ` ;'S
W,
Division of Water Resource
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County Public Utilities
Project Name for which flow is being requested: Country Walk Subdivision
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow --
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: WEST BRUNSWICK WRF
b. WWTP Facility Permit #: WQ 0023693
All flows are in MGD
c. WWTP facility's permitted flow 6.00
d. Estimated obligated flow not yet tributary to the WWTP 0.807
e. WWTP facility's actual avg. flow 2.998
f. Total flow for this specific request 0.01932
g. Total actual and obligated flows to the facility 3.824
h. Percent of permitted flow used 63.7%
II. 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
Average
Approx.
Obligated,
Pump Pump
Daily
Current
Not Yet Total Current
Station Station Firm
Flow* *
Avg. Daily
Tributary Flow Plus
(Name or Permit Capacity, *
(Firm / p f),
Flow,
Daily Flow, Obligated
Available
Number) No. MGD
MGD
MGD
MGD Flow
Capacity* * *
Bolivia
WQ0016490 0.6048
.2420
0.0041
0.104 0.108
0.134
* 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): Hwy 17 16" FM from Rick Creek PS
Downstream Permit Number: WQ0032674
Page 1 of 6
FTSE 10-18

tl
III. Certification Statement:
I William L. Pinnix, P.E. 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.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

SEWER NARRATIVE
Country Walk Subdivision
Town Creek, North Carolina
For
F,L2 fc\M' k , LP
#-% Ca M I C. --VX
4028 Barnes Bluff Drive SE
Southport, NC 28461
[phone]
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December 2018
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash -Little River Road
Ash, North Carolina 28420
[phone]
(910)L287-5902 (Fax)
License # C-3641
N&T Project No. 18020

NARRATIVE
SEWER SYSTEM:
This public sewer forcemain system is designed to service 92 residential lots with a flow
of 19,320 GPD.
A total of 2,023 linear feet of 2 inch, 1,645 linear feet of 2.5 inch, and 1,516 linear feet of
3 inch pressure sewer will be needed to complete the system. All discharge is to an
existing foreemain system. The sewer system will be owned and maintained by Brunswick
County Public Utilities.

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Map data @2019 Google
500 ft
3/20/2019