WQ0038860_Application (FTSE)_20210504

Permit Number WQ0038860
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
3.600
Facility
Central Files: APS _ SWP
4/14/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
B Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
The Haven Subdivision Sewer Minor Wilmington
Location Address County
Brunswick
Owner
Owner Name
City of Southport
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Gordon Hargrove
1029 N Howe St
Dates/Events Southport NC 28461
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/16/2016 4/14/2021
Renulated. Artivitie¢.

ECEIVE
,APR 14 2021
Malpass Engineering & Surveying, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
April 14, 2021
To: Dean Hunkele
NCDEQ
Re: The Haven (WQ0038860)
We are submitting a Fast -Track Application (FTA 04-16) for the above referenced
project to modify the existing permit. The following items are provided: original and
copy of the application form, $480 application fee, two copies of Flow
Tracking/Acceptance for Sewer Extension Application (FTSE 04-16) from Brunswick
County due to reduction, two copies of the Sanitary Sewer Narrative, two copies of a
color 8.5"xl 1" Aerial Map, two copies of a color 8.5"xl 1" of USGS Topographic Map,
and two copies of the existing permit. The City of Southport is aware of the reduction in
flow.
See Sanitary Sewer Narrative for what is being modified and project description.
Thanks,
Justin C. Bishop, P.E.

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DW R)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION
I. Applicant's name: City of Southport (company, municipality, FICA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: David Fox per 15A NCAC 02T .0106(b)
Title: Public Services Director
4. Applicant's mailing address: 1010 North Howe Street
City: Southport State: NC Zip: 28461-
5. Applicant's contact information:
Phone number: [phone] Email Address: dfoxgcitvofsouthport.com
❑ Privately -Owned Public Utility
❑ Other
IL PROJECT INFORMATION:
1. Project name: The Haven
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00038860 and issued date: December 16, 2016 V/
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9228' Longitude:-78.0257'
5. Parcel ID (if applicable): 237E1300103, 237EB00106, & 237EB00108
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Justin C. Bishop License Number: 036232
Firm: Malpass Engineering & Survey P.C.
Mailing address: 1134 Shipyard Blvd
City: Wilmington State: NC Zip: 28412-
Phone number: [phone] Email Address: lustinbishopg(_bizec.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Regional WWTF Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
Svslem Wide Collection System PermitNumber(s) (if applicable): WQCS00137
Owner Name(s): City of Southport
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
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 ❑ Medical / 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 % Dotnestic/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
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)1
Daily Design Flow','
No. of Units
Flow
Single -Family Residential (3 bedroom)
240 gal/lot
8
1,920 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,920 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.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1 920 GPD (per 15A NCAC 02T .01 14)
➢ 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: ETA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 340.80 PVC
➢ Section II & 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 Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 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 (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 305(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
❑ 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) & (a)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
1$ 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(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this applicationfWwArk
gaff Fy�J as WL
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ 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 I5A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
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 ❑ N/A
➢ 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 Desi,m Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® 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, J454�n C.
attest that this application for
(Professional Engineer's name from Application Item III.1.)
The Ngveh
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 — 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.
North Carolina Professional Engineer's seal, signature, and date:
C.
Applicant's Certification per 15A NCAC 02T .0106(b):
I, �H V Ll // % x CrTYe f �r c s(�nra% �i e fet v �s o,..e7r< attest that this application for
(Signature Authority's name & title om Application Item I.3.)
The 16en
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 fine not to exceed $10,000 a as civil penalties up to $25,000 per violation.
Signature: �� Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Southport
Project Name for which flow is being requested: The Haven in Southport (flow reduction)
More than one FTSE may be requiredfor a single project if the owner of Ilse WWTP is not responsible for all pturrp
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: WESTBRUNSWICKWWRF
b. WWTP Facility Permit #: WQ 0023693
All flows are in MGD
c. WWTP facility's permitted flow 6.000
d. Estimated obligated flow not yet tributary to the WWTP 0.1987
e. WWTP facility's actual avg. flow 3.507
f. Total flow for this specific request-0.00168
g. Total actual and obligated flows to the facility 3.704
h. Percent of permitted flow used 61.73%
1I. 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 1pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MOD MGD Flow Capacity***
Sandy
.. WQ0034024 1.928 0.771 0.090 0.24856 0.3386 0.4324
* 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
(pt) 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): _Southport to West Brunswick Trans
Downstream Permit Number: WQ0034024
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I William L. Pinnix, P.G. 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 tinder 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.
3ez s 120
Signing Official Signature
Title of Signing Official 1
Page 2 of 6
F'TSE 10-18

The Haven
Sanitary Sewer Narrative
Description:
Travel 1.08 miles South on NC 211 (N Howe St) from the intersection of NC 211 & NC
87 (River Rd SE). Turn right on W Leonard Street and travel 0.28 miles. Turn left on
Burrington Avenue and travel 85 feet to the site. The site is located on the west side of
Burrington Avenue.
This project was originally permitted for "599 linear feet of 8-inch gravity sewer to serve
15 three -bedroom residences... and the discharge of 3,600 gallons per day...". The
length, number of residences, and discharge are to be changed to the values listed below.
The changes were made due to a redesign of the subdivision.
The proposed sanitary sewer system is to serve 8 three -bedroom lots. The flow required
is 1,920 GPD based on approved reduced flow rate of 80 gpd/bedroom. There is 340.80
LF of 8" public sanitary sewer gravity main being proposed for this project. The length
of the gravity sewer main is based on the distance from inside wall of manhole to inside
wall of manhole.
The proposed 8" sanitary sewer gravity main will discharge into the existing sanitary
sewer manhole just outside the existing pump station at the intersection of Burrington
Avenue & W Leonard Street.

• µ@ (I w:w.. � ,� '�`w3 x, �a r � uc, v�¢y- v�v Id� � v5 �- ..� m
�� n P E e � ' x 7.k"X Fk-'; � N +�*� x nF'J � •'c.i ` �i
"mow M +�� .✓ e. ` w ^` ��^ x� y„"
rp r
Y W S
n � Y
y � �qx
m W m
NC ONEMAP AERIAL
IMAGERY DATE:
2016
ur
\ y fl
00-• !'::.:'., aTHIS IS NOT A SURVEY.

c"I Z
.OMA I
O
DOWNSTR
CONNECTION �
POINT (EX.
GRAVITY S` I
EWER MAIN l
AT EX. MH) ,I
�'
SITE w
✓� �, E,-,D SZ
PROPOSED 8"'
PUBLIC GRAVITY
SEWER MAIN ST