WQ0039115_Application (FTSE)_20180801

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Gravity Sewer Extension; Pump Stations, & Pressure Sewer Extensions
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CAPE FEAR
ENGINEERING
151 Poole Rd., Sure 100; BeMile, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
To:
NCDEQ
Water Quality Regional Operations
Section
127 Cardinal Drive Ext
Wilmington, NC 28405
Attn:
Dean Hunkele
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
n
k JUN 1 9 ZUI
Transmittal
Date: June 19, 2018
File: 416-011 "34"
Subject: Waterside
Phase 1A & 1 B
Sewer Permitting
Ej For Distribution E For your Review /Action /Approval
Quantity
Drawing No.
Description
1
Original
Application Fee $480.00
1
Copy
Cover Letter
2
Original &Copy
Fast Track Sewer System Extension Application (form FTA 04-16)
2
Original &Copy
Flow Tracking/Acceptance Form (FTSE 04-16)
1
Copy
Site Maps
2
Copy
Existing Permit (WQ0038115)
1
Copy
Sewer Project. Narrative and Calculations
1
Copy
Technical Specifications
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 416-011 "34"
Engineering,Cape Fear
rianna Holland
Received By:
Date:

CAPE FEAR
ENGINEERING
May 23, 2018
Wilmington Regional Office
Water Quality Section
Dean I-Iunkele
Subject: Waterside Phase 1A & 1B
Sewer Permit Modification (WQ0039115)
Pender County, North Carolina
Cape Fear Engineering, Inc. (CFE) is requesting a modification to the existing Waterside Phase 1A & 113
sewer permit. The gravity severer system extension permit being requested at this time will serve Phase lA &.
1B of the project which will consist of 90 residential single family lots. This current modification captures land
plan changes and subsequent changes to sewer main sizes and line lengths. Please find the attached documents
to modify the gravity sewer system permit to be installed for Waterside Phase 1A & 1B.
All flow gill eventually be discharged to an existing manhole (WQCS00278) at the intersection of the
proposed Edgewater Way and Roland Ave. Ultimately wastewater flows from the project will discharge to the
Surf City WWTP High -Rate Infiltration and Wastewater Irrigation System (WQ0000795).
This project was previously permitted as WQ0039115 with the most recent modification to the permit on
October 27, 2017. An additional 2 lots have been created as a result of land plan revisions. Subsequently, the
total anticipated daily flow has increased from 31,680 gal/day to 32,400 gal/day. 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.-
0
elow:
• $480 Application Fee
• Revised Fast Track Sewer System. Extension Application (FTA 04-16)
• Revised Flow Tracking/Acceptance Form (FTSE 04-16)
* USGS Location Map/Aerial Map
• Sewer Project Narrative & Calculations
• Existing Permit WQ0039115 (Modified 10-27-2017)
• 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. ,tt�till�'i lll:titttrii,r' J
Sincerely,
Matthew Daley, P.E.
Cc: CFE File 416-011 4634"
fillU 'a'y tllttlj1�,,
lI1111 l!!
15.1 Poole Road, suite 100 Belville, NC 284.1 TFL: [phone] FAX [phone]
www.capefearengineering.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DviWo�1WS00urtFTA 04-16 &SUPPORTING DOCUMENTATION
Application Number:J16a3�t��to be completed b DWR
PP ( p Y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Surf City (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual ❑ Corporation El General Partnership
❑ Federal El State/County ® Municipal
3. Signature authority's name: Ashley Loftis per 15.E NCAC 02T.01
Title: Finance Director/Assistant Town Manager
4. Applicant's mailing address: 214 N. New River Dr.
City: Surf Ci1y State: NC Zip: 28445-9821
5. Applicant's contact information:
Phone number: [phone] Email Address: aloftis(a�townofsurfcity.com
II. PROJECT INFORMATION:
El Privately -Owned Public Utility
El Other
1. Project name: Waterside Phase 1 A & 1B
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039115 and issued date: October 27. 2017
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: 34.44° Longitude: -77.55°
k;
5. Parcel ID (if applicable): 4235-44-8793-0000 JUN
�z
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION: BYR
1. Professional Engineer: Matthew Haley License Number: 03 8615
Firm: Cape Fear Engineering, Inc.
Mailing address: 151 Poole Rd. Suite 100
City: Belville State: NC Zip: 28451 -
Phone number: [phone] Email Address: matt.haleygcapefearengineering com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Surf City WWTF High -Rate Infiltration and Wastewater Irrigation System Permit Number:
WQ0000795
Owner Name: Town of Surf City
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS00278 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00278
Owner Name(s): Town of Surf City
FORM: FTA 04-16 Page 1 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 ❑ ®N/A
3. If the Applicant is a Home/Property Owners' Association, has all Operational Agreement (FORM: HOA) been attached?
El 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 El Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church Ej Swimming Pool/Filter Backwash
❑ Businesses / offices / factories El Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 1.5A NCAC 02T.01
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .011.40? ❑ Yes ® No
➢ If _yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01�4(�1)
Daily Design Flow a,b
No. of Units Flow
Subdivision
360 gal/day
90 329400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
Total 32,400 GPD
a See 15A NCAC 02T .0114(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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32,400 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity, Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
10
160
DIP
10
23540
C900 DR -18
8
120
DIP
8
11730
C900 DR -18
➢ 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: 0Longitude: - °
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(h1_ W.
❑ 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
❑ 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 1:5:A NCAC 02T.0305(f) & (g ® Yes ❑ No
15A NCAC. 0�T 0105(f) mntninc minim»m cPnnrntinnc that chn11 hi- nrnvidPd fnr newer evctPmc-
Setback Parameter*
Separation 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 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() contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's I'"+TC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305()or(g), see Section X of this application
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 15A NCAC 02B .0200? ® Yes [:J 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.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 15.A 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. CERTEFICATIONS.,
1. Does the submitted system comply with 15A 1 22T
, the MnL�mum Design Criteria for the Permitting of Pu m]2 Stafions
and Force Mains (latest vers and the Gravity Sewer Min knum Design Criteria flatest version as app cable?
A A
0 Yes 0 No
If No, complete and submit the Variance/Alternative Design Request applicafion (VADC 10-14) and supporting documents for
reviow. Apgroval of the aguest is reguired Brior to submittal of the Fast Track Agpftstion and suRporting documents.
2. Professional Engineers Cartifloatiom,
_Mlatthew Haley
aftest that this application for
--------------------------------------
(Profess Anal frovpplication Item 111. 1.)
I slonal e
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 des* has been prepared. in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (West version), and the Minimum Design Criteria for the Fast -Track Perwitfing
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 signator and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with Claneral Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or ceftification in any application package shall be guft 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:
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3. Applicanes Certification per 15A NCAC 02T.0106(b):
............• Z - --- -- - —attest that this application for
s name & title A�Pl kation It 13.)
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 doc*umentafion and attachments are not M*cluded, this
application package is subject to being retumed 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 clanin against the Division of Water Resourm should a condition
of this permit be violated. I also understand that if all requnked 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. any person who knowmigly mikes 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:
FORM: FTA 04-16 Page 5 of 5

Project Narrative
For
Sewer Permitting
Subject:
Waterside
Phase lA & 1B
W00039115
Pender County, North Carolina
Prepared for:
Surf City Properties, LLC
9794 Timber Circle, Suite A
Daphne, AL 36527
[phone]
Date: May 2018
Prepared by:
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
N.C. License # C-1621

SEWER DESIGN NARRATIVE
GENERAL:
The proposed subdivision, waterside is located in Pender County, North Carolina. The project is
located approximately 3/4 miles southeast along NC 21ONC 50/ Roland Ave. from the intersection
where NC 210 and. NC 50 merge. Please note this submittal is a modification to an existing permit
(WQ0039115) due to land plan changes which resulted in changes in line lengths and two
additional lots. Please note that the previous permit included a pump station and forcemain that
will not be included in this design.
Waterside Phase 1 A & 1 B will include the development of 90 single family residential lots.
Wastewater flows from the proposed Phase IA & 1B will be conveyed through a new gravity
sewer system. After flow from the entire project area is conveyed to SSMH #1, it will discharge
to an existing manhole (WQCS00278) at the intersection of Edgewater 'Way and Roland Ave.
Ultimately wastewater flows will discharge to the Surf City W WTP High -Rate Infiltration and
Wastewater Irrigation System (WQ0000795).
The proposed gravity sewer system for Waterside Phase 1 A & 1 B consists of approximately I,850
LF of 8 -inch gravity plain and. 2,700 LF of 10 -inch gravity main.
WASTEWATER PROJECTION:
Per 15A NCAC 02T .0114 each lot will have an average daily flow of 360 GPD. With 90 lots in
Phase 1 A & 1 B. the anticipated flow has increased from the previously permitted 31,680 GPD to
3294011 GPD.
SYSTEM DESIGN:
Gravity 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 propo sed wastewater flow'of 3 2,400 GPD for Phase 1 A & 1 B of the proj ect has been approved
by the Surf City WWTF 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.

State of North Carolina
VMMI
Department of Environmental Quality
Aff
R/ Division 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 1A & 1B
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 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
A11flows lows are in MGD
c. WWTP facility's permitted flow 1.1000
d. Estimated obligated flow not yet tributary to the WWTP 0.1826
e. WWTP facility's actual avg. flow 0.7173
f. Total flow for this specific request 0.0324
g. Total actual and obligated flows to the facility 0.9071
h. Percent of permitted flow used 82%
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) (B) (C) (D)=(B+C) (E)=(A-D)-
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
34 2.5200 1.0080 0.5171 0.1826 0.6997 0.3083
* 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 (pf) 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: WQCS00278
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Ashley Loftis 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.
Signing Officiar Signhture
Page 2 of 6
Date
FTSE o4-16

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Hunkele, Dean
From:
Matt Haley <[e-mail]>
Sent:
Wednesday, June 20, 2018 11:28 AM
To:
Hunkele, Dean
Cc:
Michael House; Mason Manhertz
Subject:
[External] FW: Waterside WQ0039115
Attachments:
PHASE 1 UTILITIES 2018 -03 -02 -UTILITY PLAN.PDF
Importance: High
Thanks,
!�H: 910.383.1044
151 Poole Road,. Ste. 100 Belville, NC 2845!_
.. .........
From: Hunkele, Dean [mailto:[e-mail]]
Sent: Wednesday, June 20, 2018 9:45 AM
To: Matt Haley <matt. haley@capefearengineer'ing.com>
Subject: Waterside WQ0039115
Importance: High
Matt,
So is this a total redesign? How do I need to break up the request to mimic below now? Can you send me a pdf of the
proposed layout now?
for the construction and operation upon certification of approximately 330 linear feet of 8 -inch and 2,700 linear feet of
10 -inch gravity sewer to serve 60 three-bedroom residences as part of the Waterside Development Phase I -A project,
and the discharge of 21.,600 gallons per day of collected domestic wastewater AND for the construction and operation
upon certification of approximately 1,530 linear feet of 8 -inch gravity sewer to serve 30 three-bedroom residences as part
of the Waterside Development Phase 1-113 project, and the discharge of 10,800 gallons per day of. collected domestic
wastewater