WQ0039115_Application (FTSE)_20190304

Central Files- APS SWP
2/5/2019
P e, r in it N u. giber WQ0039115' Permit Tracking Slip
Program Category Status Project Type
'Non -discharge In review Major modification
Permit Type version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions D Individual
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow.
321400
Ear i I i ty
Permit Contact Affiliation
Facility Name Major/Minor Region
Waterside Development Sewer Minor Wilmington
Location Address County
Pender
Owner
Owner Name
Town of Surf City
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Ashley Loftis
PO Box 2475
Dates[Events Surf City NC 28445247
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/26/2017 2/1/2019
Regulated Activities Requested /Received Events
Subdivision Additional information requested

FEAR
CAPE
ENGINEERING
1.51 Poole Rd.., SLA& 100; Belvfffey NC, 28451
TEL [phone]; FAX [phone]
www.capeibmwWkwedng.com
To:
NCDEQ
Water Quality Regional Operations
Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Dean Hunkele
❑ As Requested
❑ Sent via Mail
F-1 For Your Files
F-1 Sent via Courier
V
Rr
D
I.q
ff
Transmittal
Date: February 1, 2019,
File: 416-021 "3477
Subject.- Waterside
Phase 2
Sewer Permitting
F] 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 (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: ECEiVEDWVVR Cape Fear Engineering, Inc.
File 416-021 '(3411
Signed.-
FEB 0 12019 Mason Manhertz
Water Quality Regional Received By:
Pperations S;,�.zd #��,ectioii Date:
e
,1on Rem
Wilmin

CAPE FEAR
ENGINEERING
January 31, 2019
Wilmington Regional Office
Water Quality Section
Dean Hunkele
Subject: Waterside Phase 2
Gravity Sewer System serving 80 Lots
Pender County, North Carolina
Cape Fear Engineering, Inc. (CFE) is requesting a new gravity sewer system extension permit to add
Waterside Phase 2 which proposes a total of 80 lots. All flow will eventually be discharged to a manhole along
Cayman Isle Trail (WQ0039115). Ultimately wastewater flows from the project will discharge to the Surf City
WWTP 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, e
`4r'i1 — s
Matthew Haley,P.E.
c
Cc: CFE File 416-021 "34"�t�' s
a s,c1.y et f•,� ,,.
��y`�!!1lIflt!fi1i�F��abt`
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: [phone] FAX [phone]
www.capefearengineering.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
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
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Surf City (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual El Corporation ❑ General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State/County Z Municipal ❑ Other
3. Signature authority's name: Ashley Loftis per 15A NCAC 02T .0106(b}
Title: Finance Director/Assitant Town Manager
4. Applicant's mailing address: 214 N. New River Dr.
City: Surf CState: NC Zip: 28445-9821
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION: W' _ 16 O(i
1. Project name: Waterside Phase 2
1
2. Application/Project status: Z Pro d (New Permit) Existing 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: 34.44° Longitude:-77.56°
5. Parcel ID (if applicable): 4235-44-8793-0000
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
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.haleygcapefearen ineerin .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Surf City WWTF High -Rate Infiltration and Wastewater Irrigation System Permit Number:
Wa0000795
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
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No EN/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 EN/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes MNo ON/A
4. Origin of wastewater: (check all that apply):
Residential Owned ❑Retail (stores, centers, malls) El 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
❑ Businesses /offices /factories El Swimming Pool/Filter Backwash
❑ Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103 (20)) 0- Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114Sf))
Daily Design Flow a,b
Subdivision
360 gal/day
gal/
gal/
gal/
gal/
gall
No. of Units I Flow
80 285800 GPD
GPD
GPD
GPD
GPD
GPD
Total 285800 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T. 0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 28,800 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 effected
❑ 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
8 2,970 SDR-35
➢ 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.(h)(_1_):
❑ 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 .03 05(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 •
1. Does the project comply with all separations found in 15A NCAC 02T .0305 &
---(g) ®Yes ❑ No
� � .
y 15A NCAC 02T 0305( }contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifica
➢ If noncompliance with 02T.0305 or see 5ecti bons webpa e
� on X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 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 [:1 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
individual permits or 401 Water ❑Yes ®No
p Quality Certifications?
A Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c�(6) (additional permits/certifications ? No
® Yes ❑
Per 15A NCAC 02T 0105(c)(6I directly related environmental permits or certification applications
been applied for, or have been obtained. Issuance of this PP ns are being prepared, have
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-"
priori ?ty -
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contactin surface
positioned parallel to streambanks that is sub' ect to erosion that and g waters, siphon, or sewer
J ermines or deteriorates the sewer.
❑ Yes E No ❑ N/A
If yes, include an attachment with details for each line, including e aerial line size mate type ( � real, and location).
High priority lines shall be inspected by the permittee or its representative at least once eve sax- •
documented per 15A NCAC 02T.0403 a 5 or the ermitee' every ,months and inspections
( )() p 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 Desigg Criteria
and Force Mains (latest version), and the Gravity for the Pernnittln of Pum Stations
Sewer Minimum Design Criteria (latest version) as applicable?
0 Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request a lication V -
q pp ( ADC 10 14) and supporting documents for
review. Approval of the re uest is required rior to submittal of the Fast Track A •
Application and supporting documents.
2. Professional Engineer's Certification:
I, k
attest that this application for
(Professional En eer'tn7_T1:tD
R1 S",54a—me from Application Item IIL 1.)
has been reviewed by me and is accurate, complete and consistent with the infor
mation supplied in the plans, specifications
engineering calculations, and all other supporting ortin documentation umentation 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
Sewers (latest applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity ( st version), and the Minimum Design Criteria for the Fast -Track Permittin of Pump Stations and Force Mains (latest version). Although other g
professionals may have develo
submittal package, inclusion of these materials under my signature
P ped certain portions of this
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 an
certification in an application � y person who knowingly makes any false
statement, representation, or
y pp ication package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties u to $25 000 per v'
p p zonation.
.......................,_�
,_.... ..., ........................
North Carolina Professional ...
Engineer's seal, signature, and d ate:
3. Applicant's Certification per 15A NCAC 02T .0106 b :
I,
(S
Loi4t-5 4 --roww... A
nature Authority's name &tale from Application Item I.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 all required supporting documentation and attachments are not included this
application package is sub. ect 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 p '
of This permit be violated. I also understand that ' g sion of Water Resources should a condition
if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included this a lic
incomplete. pp anon package will be returned to me as
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B an
statement, representation, or certification iy an an 1' � Y person who knowingly makes any false
pp ication 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.
nation.
s
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

Project Narrative
For
Sewer Permitting
Subject:
Waterside
Phase 2
Pender County, North Carolina
Prepared for:
Coterra 9, LLC
9794 Timber Circle, Suite A
Daphne, AL 36527
[phone]
Date: January 31, 2019
Prepared by:
Cape Fear EnLyineerins!, 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 210/NC 50/Roland Ave. from the intersection
where NC 210 and NC 5 0 merge.
The proposed Waterside Phase 2 will include the development of 80 single family residential lots.
Wastewater flows from the proposed Phase 2 will be conveyed through a new gravity sewer
system. After flow from the entire project area is conveyed to SSMH #27, it will discharge to a
Phase 1 manhole along Cayman Isle Trail (WQ0039115). Ultimately wastewater flows will
discharge to the Surf City WWTP High -Rate Infiltration and Wastewater Irrigation System
(WQ0000795).
The proposed gravity sewer system for Waterside Phase 2 consists of approximately 2,970 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 80 lots in
Phase 2, the anticipated flow is 28,800 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 proposed wastewater flow of 28,800 GPD for Phase 2 of the project has been approved by the
Surf City WWTF High -Rate Infiltration and Wastewater Irrigation System. A Flow
Tracking/Acceptance for Sewer Extension Applications Form has been provided with this
submittal. 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.

PEI State of North Carolina
j Department of Environmental Quality
Division of Water Resources
,,, Flow Tracking/Acceptance for Sewer Extension Applications
/ ,i. ,it
(FTSE 04-16)
Entity Requesting Allocation: Town of Surf City
Project Name for which flow is being requested: Waterside Phase 2
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
All flows are in MGD
c. WWTP facility's permitted flow 1.1
d. Estimated obligated flow not yet tributary to the WWTP .1846
e. WWTP facility's actual avg. flow .717
f. Total flow for this specific request 0.0288
g. Total actual and obligated flows to the facility .90636
h. Percent of permitted flow used 82.4%
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 / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
34 2.52 1.0090 0_5171 n 1 R?6 06997 n IMI
"X,uie mrm Uapacity 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 e that the addition of
the volume of wastewater to be permitted in this project has been evaluated alon the g 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 um station
pump
en route to the receiving treatment plant under normal circumstances, given the implementation of
. g p
the planned improvements identified in the planning assessment where applicable. This analy
sis
ysis
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 Si. responsible art nature of this
p party. g
form indicates acceptance of this wastewater flow.
Signing Officidrl Sign
R
Date
Page 2 of 6
FTSE 04-16

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