WQ0039115_Application (FTSE)_20201216

Permit Number WQ0039115
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
61,200
Facility
Facility Name
Waterside Development Sewer
Location Address
Owner
Owner Name
Town of Surf City
Central Files: APS _ SWP
12/3/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
E
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Kyle Breuer
PO Box 2475
Dates/Events Surf City INC 2844524
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/26/2017 12/1/2020

CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; BeNille, NC, 28451
TEL [phone]; FAX [phone]
w ww capefearengineenng.com
To:
NCDEQ
Water Quality Regional Operations
Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Dean Hunkele
DEC 0 1 2020
Transmittal
Date: I December 2, 2020
File: 1 416-031 "34"
Subject: I Waterside
Phase 3
Sewer Permitting
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Application Fee $480.00
1
Copy
Cover Letter
2
Original &
Copy
Fast Track Sewer System Extension Application (FTA 04-16)
1
Original
FTSE 04-16
1
Copy
USGS Location Map
1
Copy
Aerial Map
1
Copy
Sewer Project Narrative
1
Copy
Technical Specifications
2
Copies
Construction Plans (1 Full, 1 Half)
REMARKS Please find the enclosed documents for your review. If you have any questions or require additional
information, please contact our office.
Thank you.
CC:
File 416-031 "34"
Cape Fear Engineering, Inc.
Signed: A�lt1t[KXvki
Gavin Milliga
Received By:
Date:

CAPE FEAR
ENGINEERING
December 2, 2020
Wilmington Regional Office
Water Quality Section
Dean Hunkele
Subject: Waterside Phase 3
Gravity Sewer System serving 253 Lots for Phase 3
Pender County, North Carolina
Cape Fear Engineering, Inc. (CFE) is requesting a new gravity sewer system permit for Waterside Phase 3, a
proposed residential subdivision. The gravity sewer system extension permit being requested at this time will
serve Phase 3 of the project which will consist of 253 residential single family lots.
There is a single gravity sewer trunk line proposed to serve Phase 3 subdivision. All flow will eventually be
discharged to an existing sanitary sewer manhole #15 (W00039115) located within Phase I of the project.
From there, all flow will enter the previously permitted 10-inch line that extends down Edgewater Way to
Roland Ave. where ultimately wastewater flows from the project will discharge to the Surf City W WTP High -
Rate Infiltration and Wastewater Irrigation System (WQ0000795).
A Flow Tracking/Acceptance Form was approved by the Town of Surf City for the additional flow and a
signed form is included in this submittal. Please find all included items listed below:
• $480 Application Fee
• Fast Track Sewer System Extension Application (FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• USGS Location Map/Aerial Map
• Sewer Project Narrative
• Technical Specifications
• Construction Plans
I trust that the information provided is sufficient for your approval of this modification request and execution
of the permit application. If you have any questions or need any additional information, please contact me
directly.
Sincerely,
Michael House, P.E.
Cc: CFE File 416-031 "34"
151 Poole Road, Suite 100 • Belville. NC 28451 rEL: [phone] - FAX [phone]
www.capefearencineerina.com

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
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Town of Surf City (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kyle Breuer per 156NCAC 02T 0106(b)
Title: Town Manager
4. Applicant's mailing address: 214 N. New River Dr.
City: Surf City State: NC Zip: 28445-2g21
5. Applicant's contact information:
Phone number: (2UO 322 -4131 Email Address: kbreueagownofsurfcity com
II. PROJECT INFORMATION:
L Project name: Waterside Phase 3 W 6 o o
2. Application/Project status: r osed (New Permit) / AExisting Permit/Project
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: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34_440 Longitude:-77_550
5. Parcel ID (if applicable): 4235-57-8528-0000, 425-47-7683-0000
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Michael House License Number: 038615
Firm: Cane Fear Engineering Inc
Mailing address: I51 Poole Rd Suite 100
City: Bellville State: NC Zip: 28451
Phone number: 10) 3$3-1044 Email Address: Michael house(rr oMfeg eneineerine com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORNIATION:
1. Facility Name: Surf City WWTF High -Rate filtration and Wastewater Irrigation System Permit Number:
W00000795
Owner Name: Town of Surf City
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS00278 Downstream (Receiving) Sewer Size: )Q inch
stem Wide Collection System Permit Number(s) (if applicable): WQCS00278
Owner Name(s): Town of Surf City
FORM: PTA 04.16 Page I of 5

VI. GENERAL REQUIREMENTS
1. 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/Proper 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 % Domestic/Cotrtmercial % Commercial
_ % Industrial (See 15A NCAC 02T 0103(20)1
L---*Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .0I 14(f)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow kb
No. of Units Flow
Subdivision
360 gal/day
253 91,080 GPD
gal
GPD
gal
GPD
gal
GPD
gal
GPD
gal/
GPD
Totai
91,080 GPD
a See 15A NCAC 02T Ol 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: 9l 080 GPD (per 15A NCAC 021' .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: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & iiIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
40
DIP
8
8,950
C900 DR-18
➢ Section II & M 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
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pumo Stations/Force Mains):
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -.
3. Design flaw 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 I SA NCAC 02T .0305(h)(i ):
❑ 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)(lXC)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(hX IXC):
D 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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(f) & (") Eyes ❑ No
➢ 15A NCAC 02T.0305(f) enntainc minimum �a�� H t e �_ ___ ___ _
au! WWCU
5 Srema:
Setback Parameter*
Se aration 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 orizontal
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 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
An building foundation
5 feet
Any basement
10 feet
LoE slope of embankment or cuts of 2 feet or height
more vertical
10 feet
Dr ! LiaLe systems and interce for drains
5 feet
An swimmin ools
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 we�ip�
➢ If noncompliance with 02T.0305(t) or (e) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ Seethe 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 ❑ 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 0I05(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 ❑ i UA
➢ 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.
FOR:[: FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
I. 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?
® 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 suinvorting documents
2. Professional Engineer's Certification:
name from
that this application for
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 ( 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 143-215.63, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
le M. Breuer
Authority's name & title from Application Item I.3.)
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 143-215.6E 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 S L0,000 as well as civil penalties up to S25,000 per violation.
Signature: / A N. a2¢uP t _ Dine 11/25/2020
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
R Department of Environmental Quality
Division of Water Resources
Dhvhbn of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Surf City
Project Name for which flow is being requested: Waterside Phase 3
More than one FTSE may be required for a single project ifthe owner of the WWTP is not responsiblefor 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: Surf City WWTF High -Rate Infiltration and Wastewater
Irrigation System
b. WWTP Facility Permit #: WQ0000795
All flows are in MGD
c. WWTP facility's permitted flow 1 I
d. Estimated obligated flow not yet tributary to the WWTP 19
e. WWTP facility's actual avg. flow l r;
f. Total flow for this specific request .09018
g. Total actual and obligated flows to the facility .99 9a .? 3
h. Percent of permitted flow used q G, ?
V.
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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pO,
Number)
MGD MGD
3 q a, sa I, OoSO
(B)
(C)
(D)=(B+C)
(E)­—(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
04 s/ 71
_ o, l' 9 a 4(_
Q, G M7
©•?09 7
* The Firm Capacity 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 (pi) not less than 2.5.
*** 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): Town of Surf City
Downstream Permit Number: W9CS00278
Page I of 6
FTSE 04- l6

III. Certification Statement:
1 Kyle Breuer 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 indicates acceptance of this wastewater flow.
11 /25/2020
Date
Page 2 of 6
FTSE 04-16

A
♦
WATERSIDE 1
PHASE 3
:�' ' �.:`• WATERSIDE
1 1 WATERSIDE PHASEIA&IB i
PHASE
o t �14
41
*4 W."mi

Project Narrative
For
Sewer Permitting
Subject:
Waterside
Phase 3
Pender County; North Carolina
Prepared for:
SFTEA; LLC
160 Mine Lake Ct., Suite 200
Raleigh, NC 27615
Date: July 2020
Prepared by:
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
N.C. License F C-1621

SEWER DESIGN NARRATIVE
GENERAL:
The proposed subdivision, Waterside is located in Pender County, North Carolina. The project is
located approximately '/e miles southeast along NC 210/NC 50.1 Roland Ave. from the intersection
where NC 210 and NC 50 merge.
Waterside Phase 3 will include the development of 253 single family residential lots. Wastewater
flows from the proposed Phase 3 will be conveyed through a new gravity sewer system. There is
one gravity sewer system trunk line in Phase 3. After flow from the entire project area is conveyed
to SSMH 445, it will discharge to existing manhole 1115 along Fdgewater Way in Phase IA.
Ultimately wastewater flows will discharge to the Surf City WWTP High -Rate Infiltration and
Wastewater Irrigation System (WQ0000795).
Ile proposed gravity sewer system for Waterside Phase 3 consists of approximately 8,990 LF of
8-inch gravity main.
WASTEWATER PROJECTION:
Per 15A NCAC 02T .0114 each lot will have an average daily flow of 360 GPD. With 253 lots in
Phase 3, the anticipated flow will be 91,080 GPD.
SYSTEM DESIGN:
Gravity Pipe System:
The gravity sewer system for the project has been sized in accordance with the requirements set
forth in "NCDENR Minimum Design Criteria for the permitting of Gravity Sewers".
TREATMENT FACILITY:
The proposed wastewater flow of 91,080 GPD for Phase 3 of the project has been approved by the
Surf City W WTF High -Rate Infiltration and Wastewater Irrigation System. At such time additional
flow capacity is required for future phases it will be requested.
OPERATION AND MAINTENANCE:
The Town of Surf City will be responsible for the operation and maintenance of the sanitary sewer
system.