WQ0040957_Application (FTSE)_20190729

Central Files: APS — SVVP
6/18/2019
Permit Number WQ0040957 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Version Permit Classification
A Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
West 11 th St Subdivision Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name Owner Type
City of Southport Government - Municipal
Owner Affiliation
Bruce Oakley
1029 N Howe St
Dates/Events Southport NC 28461
Scheduled
Orig Issue Apia Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/17/2019
Regulated Activities Requested /Received Events
Additional information requested 6/18/19
Additional information received

151 Poole Rd., Suite 100, BeMffe, NC, 28451
TEL (910) 3&3�- 1 W- FAX [phone]
www-capefearengineeting.com
Transmittal
El As Requested [--] For Your Files E] For Distribution M For your Review / Action / Approval
11 Quantity I Drawing No. I Description 11
1
Copy
Sewer Project Narrative
1
Orig.
&Copy
Fast Track Application (Form: FTA 04-16)
1
Copy
Flow Tracking Acceptance Form (Southport)
I
Copy
Flow Tracking Acceptance Form (Brunswick County)
1
-1
Copy
USCG Map
Copy
Street Level Aerial Map
Cape Fear Engineering, Inc
CC: File
File: 440-021 "34"
Signed:
Michael House, P.E.
P:\440-00 H & H Homes\440-021 Southport W. SF Eng\ADM[N\SEWER\NCDEQ\2019-01 TRANS-NCDEQ-doc

State of North Carolina
Department of Environmental Quality
R Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
ocl
Application Number WMI q (to be completed by DWR)
All items must be completed or the application will be returned
1. Applicant's name: City of Southport (company, municipality, HOA, utility, etc.)
2. Applicant type: n Individual n Corporation E] General Partnership
El Federal El State/County M Municipal
3, Signature authority's name: David Fox per 15A NCAC 02T .0106(b)
Title: Public Services Director
4. Applicant's mailing address: 1029 N. Howe Street
City: Southport State: NC Zip: 28461 5. Applicant's contact information:
Phone number: [phone] Email Address: dfox(i4ityofsouthport.com
ffIilf.1,Wiii, w(H
❑ Privately -Owned Public Utility
❑ Other
1. Project name: West Eleventh Street Single Family
2. Application/Project status: M Proposed (New Permit) F-1 Existing Permit/Project
If a modification, provide the existing permit number: WQOO 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
4. Approximate Coordinates (Decimal Degrees): Latitude: 33 9-3' Longitude: -78.02'
5. Parcel ID (if applicable): _237DF005 2371)1700505
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Michael House License Number 046980
Firm: Cape Fear Engineering — ------g
Mailing address: 151 Poole Road. Ste. 100
City: Belville State: NC Zip: 28451-
Phone number: [phone] Email Address: michael.house(&,cai)efeareni4ineering.com
WASTEWATER TREATMENT FACILITY (VVWTF) INFORMATION:
1. Facility Name: West Brunswick �Re io�nqlWater Reclamation Permit Number: WQ0023 693
Owner Name: Brunswick County
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): ____
FORM: FTA 04-16 Page 1 of 5

Date: July 5, 2019
File: 440-021 "34"
Subject: West I Ith Street Single Family
Southport, NC
Fast Track Sewer Application
n As Requested 0 For Your Files n For Distribution M For your Review / Action / Approval
11 Quantity I Drawing No. I Description II
1
Origin &
Fast Track Application (Form: FTA 04-16)-Revised
Copy
1
Original &
Flow Tracking Acceptance Form (Southport)- Revised
Copy
1
Original &
Flow Tracking Acceptance Form (Brunswick County) - Revised
Copy
I
Copy
Sewer Project Narrative - Revised
Date:
GEMMEM
PA440-00 H & H Homes\440-021 Southport W. SF Eng1ADMIN\SEWER\NCDEQ\2019-06-19-REVISIONS\2019-07 TRANS-NCDEQ.doc

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes ❑No ❑NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ MedicaI / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
Ifyes provide a eotw of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02 0114(
Daily Design Flow a,b
ado, of Units
Flow
Residential
240 gal/day
49
11,760 GPD
gal/day
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,760 GPD
a See 15A NCAC 02T .01 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 .0114(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: 11,760 GPD (per 15A NCAC 02T .0114)
,%;, 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 line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,250
SDR-35
8
120
DIP
� Section 11 & III of the NTDC 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
11 0
1111111 11 .
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . 0 Longitude: - o
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 (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
R 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)(1)(C)
or
El 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 .0305(f)&(g)
9 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewersystems:
0 Yes [-]No
Setback Parameter*
Separation Required__
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 (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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters WS (except WS-1 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
Final earth grade (vertical)
10 feet
36 inches
h e,
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305L0 cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpae
If noncompliance with 02I.0305(D or_(g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes E] No Z N/A
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 setbacks found in the river basin rules per 15A NCAC 02B .0200? [:]Yes [-]No ®N/A
� This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes E No
individual permits or 401 Water Quality Certifications?
A Information can be obtained from the 401 & Buffer Permittinp- Branch
5. Does project comply with 15A NCAC 021.0105(c)(6) (additional permits/certifications)? 0 Yes El 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.
F-1 Yes E No [:] N/A
�> 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

V.41110014 �1= I I ��11 I V
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
M Yes El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10- 14) and supporting documents for
review. Approval of the reguest is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I Cfl 4EL— Q attest that this application for
(Professional Engineer's name from Application Item 111. 1 .)
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 I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — hi accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
Z,
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.
Applicant's Certification per 15A NCAC 02T 0 1 06(b):
0) v P r_)
(Signature Authority'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 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 143-215.613, any person who knowingly makes any false
statement, representatron- or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not exceed 10,000 w as civil penalties up to $25,000 per violation.
/7
Signature: Date:
FORM: ETA 04-16 Page 5 of 5

State of North Carolfts
Division of Water Resoure
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Hoosier Daddy, LLC
Project Name for which flow is being requested: W. ELEVENTH ST SINGLE FAMILY
More than oneFTSE maybe required for a Angle project if lite owner of the WRYP is notresponsible foralipump
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the W-WTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of pem-dtted flow -used
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+C)
(B)=(A-D)
Design
Obligated,
Pump Pump
Average
Approx.
Not Yet
Total Current
Station Station
Firm
Daily Flow"
Current
Tributary
Flow Plus
(Nameor Permit
Capacity,
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number) No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
C
080q-
0rS5
-01 S
0-0071 a
0-01 $6
qb
-A- -
0-0115
0. 1 cjla 'LLM
- VA --
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.
�,* Desivn AveraL-e DAN Flow is the firm capacitv of the DumD station divided bv a ueakine factor
LJ1QMT1TMXM,MH� MUUMVM�!
"'** 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 < O<
Downstream Facility Name (Sewer): C ITl Of 50v0f0M- Cat CCq6P
Downstream Permit Number: — - - � 5 �60
Page 1 of 6

Ill. Certification Statement -
I 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
certification applies to
with local established policies and procedures using the best available data. This certif
those items listed above in Sections I and 11 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 /ha adcquto cap to transport and treat proposed new wastewater.
Y
Signing Official Signature bate
Title cif Signing Official
Page 2 of 6 FFTSE 10-18

Entity Requesting Allocation: City of Southport
Project Name for which flow is being requested: West Eleventh Street Single Family Res.
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 tize proposed waste waterflow.
1. 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 #: W9 0023693
AlIflows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the wwrP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
0.01176
3.888
64.8%
11. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)--(B+,C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow"
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, (Firm / pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No-
MGD MGD
Flow, MGD
MGD
Flow Capacity***
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6
FTSE 10-18

111. 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 11 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.
*5>
Signing Official Signature
—i t-Tva- 0
Title of Signing Official
Date
Page 2 of 6

Subject:
West Eleventh Street Single Family
(49 Lots)
Southport, North Carolina
Prepared for:
Hoosier Daddy, LLC
6025 Tarin Road
Wilmington, NC 28409
[phone]
qz*��
CAPE FEAR ENGINEEIUNG, INC
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
N.C. License # C-1621

GENERAL:
The W. Eleventh Street Single Family project is a proposed residential community
located on W. Eleventh Street, directly southwest of the intersection with Delaware
Street. The development is located less than a half mile west of the intersection of W.
I I � St. and NC-21 I (N. Howe St.) in the Town of Southport, Brunswick County, North
Carolina. This submittal includes improvements to serve 49 single family lots.
Wastewater flows will. be conveyed through a gravity sewer system extension.
The proposed gravity sewer extension will consist of approximately 2,250 LF of 8-inch
SDR-35 gravity main and 120 LF of 8-inch ductile iron pipe utilized where necessary.
The City of Southport has an approved flow reduction on file with the State. In
accordance with this approved flow reduction, flow from the proposed service
connections has been based on 80 GPD/bedroom. For the three bedroom residences being
proposed, each service connection shall be permitted for an average daily flow of 240
GPD. With 49 lots, the total anticipated flow will be 11,760 GPD.
Gravity Systern:
The gravity sewer system for the project has been sized in accordance with the
requirements set forth in "NODE NR Minimum Design Criteria for the permitting of
Gravity Sewers"
Currently the West Brunswick WWTP has the capacity to accept flow from W. Eleventh
Street.
The City of Southport will be responsible for the operation. and maintenance of the
sanitary sewer system.

Google MapS 33-5542.9"N 78-01'46ff'W
Map data @2019 500 fit
6/18/2019