WQ0039029_Application (FTSE)_20180802

Central Files: APS SVVP
6/19/2018
ref-Mit Number WQ0039029
Permit Tracking Slip
Program Category .. g y
Status Project Type
Non -discharge
In review Major modification
Permit Type
i
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
C. Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
i
Coastal SWRule
i
Permitted Flow
i
19,200
i
Facility
i
Facility Larne
Major/Minor Region
Shipwright Pointe Sewer
Minor Wilmington
Location Address
County
Onslow
i
Facility Contact Affiliation
Owner
I
i
Owner Name
Owner Type
Onslow Water and Sewer Authority
Government - County
Owner Affiliation `
Jeffrey L. Hudson
228 Georgetown Rd
Dates/Events
Jacksonville NC 28540
Scheduled
Orig Issue App Received Draft Initiated issuance Public Notice Issue Effective Expiration
3/6/2017 6/19/2018
i
ReguQated Activities Requested /Received Events
Subdivision Additional information requested

ENGINEERS - SURVEYORS - PLANNERS
TO: Mr. Dean Hunkele
NCDEQ - DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3 845
LETTER of TRANSMITTAL
7'"
JUN 1 9
2018
DATE: June 13, 2018
REF: Shipwright Pointe
Sewer Modification Submittal
WE ARE SENDING YOU:
One (1) original and One (1) copy of the Fast Track Application; One (1) copy of the Flow Tracking! Acceptance
for Sewer Extension Applications; One Check No. 38411 in the amount of $480.00 for the application fee; One (1)
Sewer Narrative; and One (1) portion of the Hubert US GS map and One (1) copy of the Water and Sewer Plans.
DELIVERY VIA:
R Regular Mail ❑ .Hand
❑ UPS Overnight ❑ UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 For Approval
❑ For Your Use
❑ other
COMMENTS:
❑ As Requested
❑ For Bids Due
❑ Federal Express
❑ other
❑ For Review and Comment
Timothy E lStiwatt, P'.E.
Copies To: Mr. Anthony W. Sydes (w/paperwork)(via email)
JAH/krp CF (P), LAM
(if enclosures are not as noted, kindly notify us at once)
Secretary. C2.2418.TMS.LETTER.Hunkele. ShipwrightPointe.SewerSub.5.8.18
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1(910) 455-2414 1 Fax [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

SHIPWRIGHT POINTE
Sewer Narrative
JUNE 2018
Shipwright Pointe is a 64 lot residential subdivision located within the
jurisdiction of Swansboro, NC.
This is a request to modify the existing original permit WQ0039029
Modification. The project was originally permitted with Phase 1 flowing South to
an existing gravity main in the Halls Creek Subdivision and Phase 2 flowing North
East to an existing gravity main in the Park Place Subdivision.
The Project has now been redesigned with a proposed sewage pumping
station which will collect and pump, all of the sewer, that was flowing to the Halls
Creek Subdivision, through a 2" sewer force main, to the gravity sewer that flows
to the Park Place Subdivision.
The total flow will remain as previously permitted, 64 lots x 360 G.P.D. _
23,040 G.P.D. The total linear feet (LF) of gravity will change from 4312 LF to
3654 LF.
In addition, a 30 G.P.M. sewage pumping station is proposed and will pump
through 1850 LF of 2" sewage force main to MH #14.
Secretary.C2.2018 .TMS.NARRATIVES. SHIPWRIGHTPT.NARRATIVE.5.8.18

State of North Carolina
TM Now
Department of Environmental Quality
Division of Water Resources
. . . . . . . . . . . . . . . . .
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: tJ &GQ� 1 100e9 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ONWASA (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation El General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County 0 Municipal ❑ Other
3. Signature authority's name: David M. Mohr per 15A NCAC 02T .0106(b)
Title: Engineering Director
4. Applicant's mailing address: 228 Georgetown Road
City: Jacksonville State: NC Zip: 28540-
5. Applicant's contact information:
Phone number: [phone] Email Address: dmohrgonwasa.com
II. PROJECT INFORMATION:
1. Project name: Shipwright Pointe
2. Application/Project status: ❑ Proposed (New Permit) Z Existing Permit/Project
If a modification, provide the existing permit number: WQ0039029 and issued date: June 30, 2017
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.6900' Longitude:-77.1536'
5. Parcel ID (if applicable): 025399
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jason A. Houston License Number: 34978
Firm: Parker &Associates. Inc. JUN
Mailing address: 306 New Brid e Street
BY:
City: Jacksonville State: NC Zip: 28540-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Swansboro WWTP Permit Number: NCO036153
Owner Name: ONWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0031053 Halls Creek
2. WQ0036592 MOD Park Place Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00249
Owner Name(s): ONWASA
FORM: FTA 04-16 Pagel 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 MN/A
2. If the Applicant is a Developer of lots
to be sold, has a Developer's Operational Agreement
(FORM: Dbeen attached?
❑ Yes ❑No EN/A
3. If the Applicant is a Home/Property
Owners' Association, has an Operational Agreement (FORM: HOAR been attached?
❑ Yes ONo EN/A
4. Origin of wastewater: (check all that apply):
E 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
D 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 0 % 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 .01? ❑ 'Yes ❑ No
➢ If yeprovide a copy of flow reduction approv_et_ ter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.011.4
Daily Design Flow a,b
No. of Units
Flow
Residential lots
300 gal/lot
GPD
Residential lots
300 gal/lot
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:, 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
Z Flow has already been allocated in Permit Number: WQ0039029
R Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Suers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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: 34.6911 ° Longitude:-77.1544'
3. Design flow of the pump station: 0.0432 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 30 gallons per minute at 62 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for :this Pump Station):
Size (inches)
Length (feet)
Material
2"
1850
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
Z 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 15A NCAC 02T .0305(f)(
➢ 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)
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 1!gounded 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
water (or tide elevation) and wetlands (see item IX.2)
50 feet
-high
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
building foundation
5 feet
-Any
basement
10 feet
-Any
Top slope of embankment or cuts of 2 feet or more vertical hei t
10 feet
systems and interceptor drains
5 feet
-Drainage
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? Yes [:]No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
0 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 Z No
➢ 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 Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
0 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,
P
(Professional Engineer's name from
'P15
pplication Item III.1.)
attest 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 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. CX`
NJ�A! 1 ! 1
. !��, .........................
fl
North -Carolina Professional Engineer's seal, signature, and date: ���+�'Q' .
Icess,
IFr
�. T_ 0 .�•
SEAL r
34970
00
........................................................................................:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, t*Y tA , tooff, Pc- a "'2e t>i R'z..:rO 7... attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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 as well as civil penalties up to $25.000 per violation.
LSignature: Date: /$
FORM: FTA 04-16 Page 5 of 5

4�
State of North Carolina
v
Department of Environmental Quality
Division of water Resources
i I . -
D��,ision of Water Resources
Flow Tracking/Acceptance for Sever Extension Applications
(FTSE 04--16)
Entity Requesting Allocation: ONWASA
Project Name for which flow is being requested: Shipwright Pointe
More than one FTSE maybe 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: Swansboro Water Reclamation Facili
b. WWTP Facility Permit #: WQ0023261
All flows are in MGD
c. WWTP facility's permitted flow .6
d. Estimated obligated flow not yet tributary to the WWTP
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 permitted flow used
.11546
.344
.0099
.469
78%
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 / pf),
Number)
MGD MGD
I-Iall's
1.584 •634
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Pius
Daily Flow,
Daily Flow,
obligated
Available
MGD
MGD
Flow
Capacity * * *
144
1 ?_ 54
.469
.165
* 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 pr6j6ct connection point and the WWTP where the Available Capacity is < o.
Downstream Facility Name (Sewer): ONWASA
.■.r.r....r.r r.rr.�r.rr rrrrr•rrr.. r. r i.i i i
Downstream Permit Number: WQ0031053
■■r1.rPl.rr.1. 1-- ...rr■. ■.■ I.r
Page 1 of 6
,
FTSE 04-16

6 6
,3)
III. Certification Statement:
I David M. Mohr, PE 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 addendum.s for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
CAI? 0
S S • ��
'00cla %001
e--t�ql .0-0 07
Ag"n"wing Official Signature SEAL �'r��: = ate
.�
043996
O Weft
,� ' %t`
Page 2of6
FTSE a4_I6

Hunkele, Dean
The Plans were revised to install a sewage pumping station and sewage force main and pump the Phase I and Phase 11,
Section I Lots to the Phase II, Section II sewer, which is built. I revised your description to match the revised plans. (See
attached).
It looks like I should have certified all 22 Lots in Phase II, Section II since all of the sewer and 22 services were
installed. However, the recorded Final Plat was only for 21 Lots, so that is what I used.
Call if you have any questions, or need anything else.
-Tim
TimothyM.Stewart, PE/dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-45 5-2414 - Office
910-455-3441- Fax
Pa rkerJacksonvi l le.com
On 7/31/2018 4:05 PM, Hunkele, Dean wrote:
Jason,
Tim certified most of if not all of Phase 2 Sec 2 already. The complete system description is below,
please let me know how much gravity remains in Phase 1 and the other Sec of Phase 2. 1 didn't want to
assume nothing changed in Phase 2.
Thanks
for the construction and operation upon certification of approximately 614 linear feet of 8-inch gravity
sewer to serve 11 three -bedroom homes as part of the Shipwright Pointe Subdivision Phase 2 Section 1
and approximately 1,079 linear feet of 8-inch gravity sewer to serve 22 three -bedroom homes as part of
the Shipwright Pointe Subdivision Phase 2 Section 2 project, and the discharge of 9,900 gallons per day
1

WQ0039029 Shipwight
Subject: WQ0039029 Shipwight
From: "Hunkele, Dean" <[e-mail]>
Date: ' 7/3 J./2018 4:05 PM
To: Jason Houston<[e-mail]>
t
CC: Parker & Associates <[e-mail]>
Jason,
Tim certified most of if not all of Phase 2 Sec 2 already. The complete system description is below, please let me
know how much gravity remains in Phase 1 and the other Sec of Phase 2. 1 didn't want to assume nothing
changed in Phase 2.
Thanks f 1 S
vole
for the co ruction uponcertification, operation upocertification of approximately 614 linear feet of 8-inch gravity sewer to
serve 11 three-b room homes as part of the Shipwright Pointe i Subdivision Phase 2 Section 1 and
approximately linear feet of 8-inch gravity sewer to serve 22 three -bedroom homes as part of the
Shipwright Pointe Subdivision Phase 2 Section 2 project, and the discharge of 9,900 gallons per day of collected
domestic wastewater into the ONWASA's existing sewerage system, pursuant to the application received June 5,
2017 and In conformity with 15A NCAC 2T; the Division's. Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1; 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
March 6, 2017 original Issuance (Version 1.0) t 9 t
for the continued .construction and operation upon certification of approximately 2;599 linear feet of 8-inch
gravity sewer to serve 31 three -bedroom homes as part of the Shipwright Pointe Subdivision Phase x project,
and the disc h rge of 9,300 gallons per day of collected domestic-wastewater-into-the--tjNWASA's-existing-------------
sewerage syst pursuant to the application received February 2, 2017.
l 1 5ewt&q surrt 0 x I �3 Sv L. Q Z , ` f { �
Af
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division.of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunkele@ncdenngov
Wilmington Regional office
127 Cardinal Drive Ext
Wilmington, NC 28405
htto://deg.nc.gov/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Low and may be disclosed to
third parties
_ of 2 7/31/2018 5:02 PM