WQ0040840_Application (FTSE)_20190610

Extension, pump Stations; & Pressure Sewer Extensions
ry Reviavver
jean hunkele
Coastal swPul,
PeraE 6ttett = €tan
Facility Nar -
R5021 NC Hwy 21 i Sewer Relocations
Location Add,e,s
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City of Southport
D < t„ ;,- s
'e.
Central Files: APS
____ SWp
Permit Tracking
5/2/2p1g
S" atus Project Type
In review New Project
Version F'"nit C3
A ascir-'seataan
Individual
Fermi, COntact Affiliation
li4ajorfminor
Minor Region
Wilmington
county
Brunswick
Fac"'ty Contact,Affiliati.n
0",iner Type
Government - Municipal
Owner Affiliations
Bruce Oakley
1029 N Howe St
orig issu, Southport,
APP Received Craft initiated Scheduled NC 28461
4/30/2019 Issuance
Pubdic Nonce 9ss+�e
48aaeY ;,,€`y W Effective
expiration
22ri_..
Additional information requested

r. Dean Hunkele
NC DEQ
Water Quality Section
127 Cardinal Drive Extesion
Wilmington, NC 28405
Subject: NCDOT Project R-5021
NC 211 Widening
Brunswick County
City of Southport
Sanitary Sewer Relocation
Dear Mr. Hunkele,
Please find enclosed, the completed Fast Track Application and supporting documentation,
submitted as discussed, for the above mentioned project. One original and one copy of the
following are included for your review and approval.
Fast Track Application
Permit Application Fee of $4 0.00 (check number 152007)
USES & Street Level Maps
Project Narrative
The enclosed documents are submitted for the relocation of existing portions of ", 16" force main
sewer and 8" gravity sewer main owned by the City of Southport. These relocations are due to
impacts to the existing sewer system by the project construction associated with the NCDOT project
R-5021, NC 211 Widening. These relocations are located along NC 211 and Robert Ruark Drive and
will not result in any additional flow. The plans have been reviewed and approved by David Fox with
the City of Southport as well as the Utility Section of The North Carolina Department of
Transportation. The permit numbers of the existing 8", 16" force main sewer and 8" gravity sewer
main being relocated have been included in the application.
Please do not hesitate to call 919-653-7342 if you have any questions or need additional
information.
Bryan Badey, P.E.
Project Manager
Enclosures
cc: HTW
M-iFrajects1201311311_NCDOT_Uriltty_CoordlDOI_R-5021iUtilities:EngineeringiUC PermitslSewerIRKK-Letteihead.doc
Engineers I Construction Managers I Planners 1 Scientists

State of North Carolina
Department of Environmental Quality
PWR Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
P,
Application Number: ki LOU, t -J0q2-qC'2 (to be completed by DWR)
1. Applicant's name: City of Southport (company, municipality, HOA, utility, etc.)
_
1 Applicant type: El Individual El Corporation EJ General Partnership
E] Federal R State/County 0 Municipal
3, Signature authority's name: David H. Fox per 15A NCAQ 02 _Q0 10�6�)
Title: Public Services Director
4. Applicant's mailing address: 1029 Howe Street
City: Sqqffiport State: NC Zip: 28461
5. Applicant's contact information:
Phone number: (M) 457-7935 Email Address: df6x&cjtyQfsopAbport.com
El Privately -Owned Public Utility
n Other
1. Project name: R-5021 NC 211 Widening
2. Application/Project status: R Proposed (New Permit) Existing Permit/Project
If a modification, provide the existing permit number: WQOO 137 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO_
3. County where project is located: Brunswick County
4, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
5. Parcel ID (if applicable): _
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Bryan Badey License Number: 32634
Firm: RK&K
Mailing address: 900 Rid ieLd Drive
gefi _
City: Raleigh State: NC Zip: 27609-
Phone number: [phone] Email Address: bbade
[e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick WWTP Pen -nit Number: WQ0923693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: ETA 04-16 Page 1 of 5

L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
IE�N�Gml
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
*IBM-M]MEFL'-R=
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
El Yes FJNo ®N/A
4. Origin of wastewater: (check all that apply):
E] Residential Owned ❑ Retail (stores, centers, malls) 0 Car Wash
0 Residential Leased ❑ Retail with food preparation/service E] Hotel and/or Motels
E] School / preschool / day care ❑ Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
0 Food and drink facilities F] Church El Swimming Pool/Filter Backwash
F] Businesses / offices / factories E] Nursing Home 0 Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial % Commercial
— % Industrial See 15A NCAC 02T.0103(20))
`GIs >Is there a Pretreatment Program in effect? n Yes E] No
6. Hasa flow reduction been approved under 15A NCAC 02L.0114ffi? ]Yes nNo
>
7. Summarize wastewater generated by project:
Establishment Type (see 011.0114gaily
Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0 1 14(b), (d), (e)(1) and (e)(2) 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.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: __ GPD (per 15A NCAC 02T.�0114)
� Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
n Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
n Flow has already been allocated in Permit Number:
E Rehabilitation or replacement of existing sewer with no new flow expected
n Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 564 PVC SDR35
� Section 11 & III 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT A
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: -
3. Design flow of the pump 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 (fMaterial
16
9877
PVC DR18
20
7423
HDPE DR9
8
1946
PVC DR18
6. Power reliability in accordance with 15A NCAC 02T .0305(h)ffl:
n Standby power source or pump with automatic activation and telemetry - 15A 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)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T.0305(h)(1)(C):
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.
> 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 of a multiple station power outage,
FORM: FTA 04-16 Page 3 of 5

Ix. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305ffl &-W
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
INIMMENNIM
F
Setback Parameter*
ep�aratio�nkqwired
—Storm sewers and other utilities not listed below (vertical)_
24 inches
mains (vertical -water over sewer including in benched trenches)
18 inches
—Water
—Water mains (horizontal)
10 feet
—Reclaimed water lines
18 inches
water
2 feet
—Reclaimed
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
11 iLnpounded reservoirs used as a source of drinking water
100 feet
—Class
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or S13 from normal
high water or tide elevation
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
1.0 feet
An building foundation
5 feet
An basement
10 feet
To slope of embankment or cuts of 2 feet or more vertical height
10 feet
_DKraivae
1 5 feet
An 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 classifications can be identified using the Division's NC Surface Water Classifications webpMe
> 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) E Yes El 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? E Yes El No
This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401. Certifications? M 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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 ications)?
(cA6) (additional permits/certif
Z 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?"
I
Per 15A NCAC 02T.0402, � I
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.
El Yes E No
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location),
FORM: FTA 04-16 Page 4 of 5

1. Does the submitted system comply with 15A NCAC 02T the Minimum Design Criteria for the Permitting of P= Stations
and Force Mains (latest version), an t Sewer Minimum Desigg Criteria (latest version) as applicable'? d the Gray
If No, complete and submit the Variance/Alternative Design Requestapplication (VADC 10-14) and supporting documents
for review. AoDroval of the reauest is reauired Drior to submittal of the Fast Track Application and sM22grting
documents.
M
Jr attest that this application for
(Professional Engineer's name from Application It Ill. 1.)
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.
--------------------
North Carolina Professional Engineer's seal, signature, and date:
V
z
twa
App ant's ertific per 15 NCAC 02T.0106(b):
1, 1 �Ifce5 A'I&C;—CfL attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
V-1-11TWIN I I-ViTORMIF1 TUTITTI-I IT-P 47&a�& Inv
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: Date:
'? // "'CO/7
FORM: FTA 04-16 Page 5 of 5

From:
Sent:
To:
Cc:
Subject:
Attachments:
M
Mariko Pyatt <[e-mail]>
Monday, April 29,2019 3:23 PM
Hunkele, Dean
Bryan Bacley
RE: [External] RE: Hwy 211 sewer relocations app
R-5021-Phase Map.pdf
1101!111111�!I�qg;ll � . ; i I
i, ; I ; MIR"�N1111111: 1011111C.I.M11WIN I I . I I I I ,
Phase 1 — to relocate 12500 feet of 16" force main sew
Phase 2 — to relocate 4800 feet of 16" force main sewe
Phase 3 — to relocate 564 feet of 8" gravity sewer
Phase 4 — to relocate 1946 feet of 8" force main sewer
Thanks
MARIKO PYATT
wvoo.,. rkV.
Responsive People I Creative Solutions
Yl
From: Bryan Badey
Sent: Tuesday, April 23, 2019 4:22 PM
To:'Hunkele, Dean' <[e-mail]>
Cc: Mariko Pyatt <mpyatt@rkkcom>
Subject: RE: [External] RE: Hwy 211 sewer relocations app
I I I• I I• i I I i i R I i I i I Ili i i I i 11 ! I I !111
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NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
STIP PROJECT; R-502I
NC 211 WIDENING
® " SOUTHPO T
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I3i8YTNSS% ICI£ Cf1UIVi

Apr 30, -4 0 19
Wa,ste-wabr Branch
Water CLt,�a I itV Perim M ing Se c1br,
Djvis�on of Water Resources
1617 mail Service Center Rale;gh, NC 27C-99-1617
RE, Delegation of $ignatory Authority
To Whom it May Concern: Bynotice of this. letter, 11 hereby delegate signatury authority to the fohowing
Individ-oaHor ait permit appkatjon5, discharge monitoring repGrts, and citheri110w�onf rrnn relating to the
Operations at the subject facility as required by all apphca�le federaij -state, Afid local env irorinnental
age ncie-q specifically with the re q ui re m P nt5 for signatory authority as specified in I 5A N CAC 2 b -OSU,,
David Fox
Public Services Director
City of Southport,
10219 N, Howe Street
Southport, NC I21846fI910)457-793S
if you have any qije-stions regarding this, letter, please feel fTee to rantact me,
Sincerely,
Bruce Oakley
City Q-f � Uth pmt'