WQ0042438_Application (FTSE)_20210519

Central Files APS _ SVVP
4 /812021
Permit Number WQ0042438 Permit Tracking Slip
Program Category Status Profect Type
;Jon -discharge In review New PrOJW
Permit Type Version Permit Classifrcatlon
Gravity Sewer Extension. Pump Stations & Pressure Sewer Extensions A Indlvrdual
Primary Reviewer
tyier. bensors
coastal SWRule
Permitted Flaw
Facility
Permit Contact AfBllation
Facility Name MajorffAinor Region
Westgate Exchange Apartments
Minor Nlmington
County
Location Address
BrunSwrGr
Facility Contact Affiliation
Owner
owner Name Owner Type
;Brunswick Regional Water and Sewer H2go Government - County
fawner Affi iiation
Robert Walker
PO Box 2230
DatesfEvents Leland NC 2245122
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4I712021

SEINER NARRATIVE RECEIVED
- -}
WESTGATE EXCHANGE NCPWS
LELAND, IBC
FOR
Hathaway Development, LLG
3300 Northeast Expressway, Bldg, 6
Atlanta, GA 30341
[phone]
7+124
,.
KPH K- ,•
++�f»Irll�r, YILl S��
February 2021
Prepared by.
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash -- Little Rt ver Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&.T Project No. 20113

NORRIS & TUNSTALL
—CONSIATING ENGINEERS PC"
2602Iron Gate Dr., Suite 102
Wihnington, NC 284i2
[phone]
[phone] Fax
John S.-runstall, P,1:.
'Y. Iasnn (lark, P.L.
March 31, 2021
Dean Hunkele
NCDEQ - Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 23405
RECEIVED
Au: 0 f ?021
NrRWS
Re: Gravity Sewer Extension Fast -Track Permit Application
Project: Westgate Exchange
N&T Project No. 20113
Dear Mr. Hunkele,
1429 Ash -little River Rosd
Ash, NC 28420
(910) 287-590D
010) 287-5902 Fax
f_ Phi1hp Norns, P,F.
'Fhomas j. Schecu, El
R ECEIVED
APR 0 7 2021
NCDEQ
WILMINGTON RO
Enclosed please find a check in the amount of $480.00 (Hathaway Check No. 151) for the
processing fee and the following:
1. Approval letter from H2GO
2. Sewer Narrative
3. Original FTA Application
4. Flow Tracking (FTSE)
5. USGS Topographic Map
6. Site Plan (ledger size)
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.
XKB/ttw
K. Bland, P.E.
Enclosures
cc: Nick Hathaway
NCBEI S License C-3641
20113 03-31-21 s4ast track swr-!tr

State of North Carolina
DWR
Department of Environmental Quality
I)evision of Water Resources
1 k NCAC 02T,0300 - FAST TRACT{ SEWER SYSTEM EXTENSION APPLICATION
DivlsEon of Water Resources F FA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W (� (n he compkicd by RWR)
All items must he core Ietcd or the x lic;ltinn will he returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick Regional Water & Sewer H260 (company, municipality, HOA, utility, etc.) h
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public U111ity
❑ Federal ❑ StatelCounty ❑ Municipal CR Other
3. Signature authority's name: Bob Walkcr per 15A HCAC 02T .010 b
Title: Director RECEIVED
4. Applicant's mailing address: P.O. Box 2230 �e
City: Leland State: Ic Zip: 28451-
5. Applicant's contact infonnation:
Phone number- [phone] Email Address: bwalkerCFrlh2won fin c-cum NCP ■■ S
11. PROJECT INFORMATION:
1, Project name: Westeate Exchange Ae , -�-T
2, Application.Troject status: ® Proposed (New Permit) © Existing PermitlProject
If 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: 34.21' Longitude:-78.02"
5. Parcel ID (if applicable): Portion of0470002424 & Portion of 047NO2426
(or Parcel ID to closest downstream sewer)
ill. CONSULTANT INFORMATION:
L Professional Engineer: Joseph K. Bland- P.E. License Number: 41620
Firm: Norris & Tunstall Consulting Engineers P—C.
Mailing address: 1429 Ash -Little River Rd
City: Ash State: NC Zip: 28420-
Phone number: [phone] Email Address: [e-mail]
ntengineers.com
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, racility Dame: Beluille WWTP Permit Number: NC'0075540
Owner Name: Brunswick Regional Water & Sewer, H?GQ
N . RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
I. Permit Number(s): WQ0017916
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Hame(s): Brunswick Regional Water & Sewer H2G0
I ORM: F-I A 04-16 Page 1 of

Vl. GFNERAL REOUIREMENTS
1, Ifthe Applicant is a Privately -Owned Public Utility, has it Certificate of Public Convenience and Necessity been attached?
❑ Yes []No ®NIA
2. If the Applicant is it lacvcloper of lots to be sold, has a )gvcl��i:s QpiL .liana] AY,Xc {rcnlrfFORM: !]E� been attached?
❑ Yes ONO 0NIA
3. If the Applicant is a HomelProac w e'As s .iation. h sM an tlAsd 'opal BE � 01..0 � Ft�J been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ detail (stores, centers, malls) Car Wash
® Residential Leased ❑ Retail with food preparationlservice Hotel andfor Motels
❑ School 1 preschool f day care ❑ Medical I dental [veterinary facilities ❑ Swimming Pool lClubhouse
❑ Food and drink facilities ❑ Church ❑ swimming PoollFilter Bacltwwh
❑ Businesses I offices I faclorles ❑ Nursing Home ❑ Utlter(Explain in Attachment)
5. Nature of wastewater: 1�{} % DomesticJComtnercial 0 % Commercial
0 % Industrial (5cc 15A NCAC
12T,Q I 20 )
"Is then a Pretreatment
Program in effect?
[]Yes ®No
6. Hasa flow reduction been approved under IS.A NCA
2T.01 14 7 ® Yes ❑ No
4 If yes provide a eo»Y of Row red fan ap v&I
r
7. SlImmarize wastewater generated by project.
slriblishment Type (nee OZT.41114iftl Daily Design Flow
No. of Units
Flow
l bedroom units
140 gaVday
198
27,720 GPD
? bedroom units
140 gal/day
102
14,280 GPD
3 bedroom units
210 galfday
t2
2,520 GPD
Clubltausc
2,100 gaVday
l
2,100 GPD
Lease Office
25 gal/ employee
3
75 GPD
faU
GPD
Tofuf 1 46,695 GPD
a See iSA NCAC.02T nl 1d[hi fdl. (elf 11 and fc1 2) for caveats to wastewater design flow rates 0.e-, in
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.S. 42 -_4_).
b Per 15A NCAC 02T .01 t 4(c), design flow rates for establishments not identiticd [ire table 15 A NCAC 02'.01.14 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by pmject: 4 6995 GPD (per 15A NCAC 02T_. )
Y 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 lino
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Otber (Explain):
FORM: FTA 04-16 Page 2 of 5

VH, GRAVITY SEWER DESIGN CRITERIA (if Applicable) - QZT .0305 & MDC ri w rs r
1. Summarize gravity sewer to be permitted:
Sin (inches)
Length (feet)
Material
g
2.185
PVC
8
235
DIP
> Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A 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
VII1. PUMP STATION DESIGN CRITERIA or Applicable) — li 'f .n i0t & _ADC (PulDID S1 ianslForce lti1 'ns
COMPLETE FOR EACH PJJMP STATION IN LUf1ED IN THIS PRDJEC
I. Pump station nurnbcet or name.
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -�
3. Design flow of the pomp station: millions gallons per day (firm capacity)
4, Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6_ Power reliability in accordance with 15A NCAC 02T .0305 h 1
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T ,0305(h)(l)(13)_
D 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)(l KC)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
i+ 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.
i 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 timefrarnes, shall be provided
in the case of a multiple station power outage.
FORM: F'E'A 04-16 Page 3 of 5

1X,
SETBACKS & SEPARATIONS — (02B .021110 & 15A NCAC 02T .0305(f))'
il}M the project comply with all separations found in ISA NCAC 02T .03f]5( & (a) ® Yc,, ❑ No
D 15A NCAC 02T,0305(1) contains minimum separations that shall he rovided for sewers sterns:
Setback Parameter* tic Lion rcec
Storm sewers and other utilities not listed below vertical 24 inches
Water mains vertical -water over sewer including in benched trenches 18 itches
Water mains horizontal 10 feet
Reclaimed water lines (vertical - reclaimed over sewer) 18 inches
Reclaimed water lines (horizontal- reclaimed aver sewer) 2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinkin water 100 feet
**Waters classified WS (except WS-I or W5-V), B, SA, ORW, HQW, or SB from normal
hi rh water (or tide elevation) and wetlands see item 1X.2 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
Anv basement 10 feet
Tot) slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drain c s stems and interce for drains 5 feet
Any swimming pools 10 feet
Final earth grade vertical 36 inches
i� 15A NCAC 02T.034�Ct 1 contains alternatives where separations in o2T.0305(fl cannot be achieved.
Y **Stream classifications can be identifted using the Division's NC Surface Water lassifications web a e
r if noncompliance with 02T.0305 or see Section X OFthis application
2_ Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No
➢ Seethe Division's drafl 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
Y As built documents should reference the location of areas eiFected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
1- 'This would include Trout Buffered Streams per 15A NCAC 2B.0202
4, hoes the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
r Wetland -related permits shall be requested, obtained„ and adhered to for projects that impact wetlands or surface waters
Y Information can be obtained from the 401 & Buffer Permitting Branch
Does project comply with 15A NC.AC 02T.01.05(c)($) (additional pemtiWeertificationsr gj Yes ❑ No
Per 15A NCAC 02T 4105(c)(61, directly related environmental pennim or certifcatiun applications are being prepared, have
been applied for, or have been obtained. issuance of this pennit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stornwater management plans, etc.).
& Does this project inchicle any sewer collection lines that arc deemed "high -priority?"
Per I SA 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 ED 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 Perm itteeor 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; 1'TA 04-16 Page 4 of 5

X. CERTIFICATiQNS;
1. Does the submitted %}•stem comply with 15A NCAC 021, the Minimum Design Criteria for tltc Aermi[_ iin of Pump Stations
and Force Mains (latest ion versand the Gravi cl Minimorn Design Criteria (latest vgr3ion) as applicable?
® Yes [Q No
If No, complete and submit (lie VarianccrAlternative Design Request application (VA DC 10-14) and supporting documents for
review, A rota! of the re uesl is re aired prior to sultrniiial of the Fast Track Application and suriporfingdocumcnis.
Professional Vnginccr's Certification:
I.. __Tt y. j,, �s # ?, _ _attest that this application For
(Pr❑fcssional Engineer's name from Application item Ill.1.)
has been reviewed by e and is ac� c�rate��complete and consistent with the information supplied in the plans, specifications,
engineering calcttiali❑res, 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 Foi-Gravity Sewers (latest version), and the Minimum Design Criteria For the Fast -Track Permitting
of Pump 5tatiuns and Force Mains (latest version). Although other professionals may have developed certain portions or this
submittal package, inclusion of these materials under my signature and sea] signifies that i have reviewed this material and
have judged it to be consistent %vith 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 ccrtilleation in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 510.000, as well as civil penalties up to 525,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authonly's name &title from Application Item 1.3.)
_attest that this application For
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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. 1 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, an&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 atlachments are not included, this application package will be returned to me as
incomplete.
NOTE - in accordance with General Statutes 1.A3-215.6A and 143-215.6i3, any person who knowingly makes any False
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a Fine not to exceed $ 10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ Date: ` J 4 f
FORM: F- FA 04-16 Page 5 of 5

RECEIVIO
Stale of North Carolina
' DWRE Department of Environmental Quality
Division of Water Resources
Division of water Resources NCPW-S Flow 'Tracking for Sewer Extension Applications
LJ (1'"1'St: 10-18)
Entity Requcsting Allocation: Brun,,N�ick Regional Water 8e Smti cj
Project Name for which flaw is being requested: Westgate Exchange —
More rhan orre F7Sli nu�jr he required for a single project if the owner of the H -1f ]"P fs nut ri,Fporrsihle for al! pomp
sladous along the roule of Me proposed wasiewalery7ow.
1. Complete this section only if you are the owner ot'tlic wastewatcr treatment plane.
a. WWTP Facility Name: Belville WWTP
b. WWTP Facility Permit 4: NCO075540
f#fl jlnw.s are in :1fGIl
c. WWTP facility's permitted flow .400
d. Estimated obligated flow not yct tributary to the WWTP .645
c, WWTP facility's actual avg. flow .326
f. Total flow for this specific request G46695
g,. Total actual and obligated flows to the facility 1.01
h. Percent of permitted flow used 252
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) (13) (C) (D)--(B+C) (Er-(A-D)
Design ApprwL
Average Current Obligated. Total
Pump Pomp Daily Avg. Not Yet Current
Station Station Firm Flow** ❑lily TrIb mary Flow Plus
(Name or Permit Capacity, * (Firm 1 pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Ftow Capacity***
36 W 00179161v1 .626 .251 .104 .119 .223 .028
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the lamest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station dig ided by a peaking factor
(pf) not less than 2.5, per Section 2.42(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall he attached for each pump station located
between tlme pmject connection point and the 'WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Brunswick Regional Water Sewer
Downstream Permit Number: W 00I7916(>
Page 1 of 6
FTSE 10-18

A.
- -a
III. Certification Statement:
w
I Bob Walker certify to the best of my knowledge that the addition of
the volurne of wastewater to be permittcd in this prefect has been evaluated along the route to the receiving
wastewater treatment facilify and that the now fi-oni this project is not anticipated to Gauss any capacity
related sanitary sewer o),,L'rfJ(1ws or overburden any downstream pttmp station en route to the receiving
treatment plant under normal eircurnstanees, given the impicmentation of the planned improvements
identified ill the planning assessntcnt 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 1 and fl plus all attached planning assessment addendunis for which t
air► the responsible party. Signature of this form certifies ftm the rcceiving collection system or treatnicnt
works has adequate capacity to transport and treat the proposed new wastewater.
3— 7.20—Izt
'Signing tJfcial Signalure Dare
);re��o,r
le of Signing official
Page 2 of 6
FTSE 10-18