WQ0037335_Application (FTSE)_20190410

Permit Number WQ0037335
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
72,720
Facility
Facility Name
Onslow Bay Development Sewer
Location Address
Owner
Central Files: APS SWP
3/4/2019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
E
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Onslow Water and Sewer Authority Government - County
Owner Affiliation
Jeffrey L. Hudson
Hates/Events
228 Georgetown Rd
Jacksonville NC 28540
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
10/10/2014 3/1 /2019
Expiration

PARKER & ASSOCIATES, INC.
JACKSONVILLE, NORTH CAROLINA
VIA EMAIL AND MAIL
TO: Mr. Dean Hunkele
NCDENR - DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3 845
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
DATE: February 26, 2019
R' ECE1'VNP.Tr/HV0ENR/DWR
MAR 0 i 2019
ater Qualifiy F\eaional
operations Section
Wilmington Regional office
REF: Stones Landing II and Paradise Point III
at Onslow Bay
Sewer Improvements
Fast Track Sewer Application
One (1) original and One (1) copy of the Fast Track Application; One (1) Check in the amount of
$480.00 for the application fee; Two (2) Flow Tracking/Acceptance Forms; One (1) portion of the USGS map; and
-One (1) copy of the Sewer Plan Sheet 4 of 10 of Stones Landing II and Paradise Point III.
DELIVERY VIA:
Fx'1 Regular Mail ❑ Hand ❑ Federal Express
❑ UPS Overnight ❑ UPS Ground ❑ Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑x For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
Anth ny G. Moctezuma, Staff Engineer
Copies To:
ec: Mr. Tony Sydes -Clearly Development, Inc. (LOT only)
Ms. Wynn Ray - ONWASA (w/paperwork)
AGM/djh CF (P), LAM, TMS
3 0 N Bridge d u rey� of a$ yy��o , kindly notif us at once)
b New a Stree P.. -Box6 .Iacksonv�lle 28541 N 0976 C910 455 2414 Fax g) C910) 455-3441
C 1.2019.TMS.LOT.Hunkele. StonesLndgParadis�P.t.FTlewerApp.422" 9
i
firm icen33e ```'lumber F-0108 www.parkerjacksonville.com

,VV
Division of Wafi+er 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
I. APPLICANT INFORMATION:
1. Applicant's name: ONWASA (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual E:1 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal [:] State/County ® Municipal ❑ Other
3. Signature authority's name: David Mohr per 15A NCAC 02T .0106(b)
Title: Engineering Director
4. Applicant's mailing address: VL
City: Jacksonville State: NC Zip: 28540-
5. Applicant's contact information:
Phone number: [phone] Email Address: dmohrgonwasa.com
II. PROJECT INFORMATION:
1. Project name: Onslow Bav
2. Application/Project status: ❑Proposed (New Permit) Z Existing Permit/Project
If a modification, provide the existing permit number: WQ0037335 and issued date: 3-20- 5
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: 34.7492° Longitude:-77.3019°
5. Parcel ID (if applicable): 032434
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy M. Stewart, P.E. License Number: 14575
Firm: Parker & Associates'
Mailing address: 306 New Bridge Street
City: Jacksonville State: NC Zip: 28540-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: French Creek Permit Number: NCO063024
Owner Name: US Marine Corps - Camp Lejuene
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ003 5256
System Wide Collection System Permit Number(s) (if applicable): WQCS�
Owner Name(s): ONWASA
FORM: FTA 04-16 Page 1 of 5

V1.
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes FlNo EN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: D been attached?
[:]Yes []No EIN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOAR been attached?
n Yes RNo SN/A
4. Origin of wastewater: (check all that apply):
[D Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash
❑ Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School /preschool /day care El Medical /dental /veterinary facilities ❑Swimming Pool /Clubhouse
❑ Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
El Businesses /offices /factories ❑Nursing Home [:] Other (Explain in Attachment)
5. Nature of wastewater: 00. % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103 (2Q))
Is there a Pretreatment Program in effect? El Yes E] No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? [:]Yes DK No
➢ If yes, provide a copy of ,flow reduction approval letter
7. Summarize wastewater generated by project:
8.
Establishment Type (see 02T.01L4(f})
Daily Design Flow a'b
No. of Units
Flow
Stones Landing
360 gal/lot
59
21240 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
21240 GPD
a See 15A NCAC 02T .0114(b), .(d), (e)(1) and (� 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 21240 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
n Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El 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

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity_ Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2194 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
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & MDC (Pump Stations/Force li�Iains):
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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.03 05(h)(1)(C)
or
El 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

M SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.03WI)):
1. Does the project comply with all separations found in
> 15A NCAC 02T.0305(f) contains mu-nimum se
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
that shalt be provided for sewer systems:
Separation Required
........... . . .. .
.. .. .... ...
24 inches.
Water mains (vertical -water over sewer including in benched trendbes) 18 inches
.... .............
............. ..
Water maims (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
10 feet
18 inches
.......... .
2 feet
. ... . .. . . ...... . ...........
"Any private or public water supply source, including any wells,, WS-1 waters of Class I or
............
Class 11 impounded reservoirs used as a source of drinking watiff
...... ...............
100 feet
. .... .
**Waters classified WS (except WS-1 or WSN), B, SA, ORW, HQW, or SB from normal
high water (�r �de elevation) and wetlands (see item DC.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buildin; foundation
5 feet
Any basement
.................. ____ ..... ... . ........... . ........ ......
. ... ...... . .......... ... .. .......... .......
10 feet
........... .... ................... ............. . ........ . .............. .. ....... .... ......... . ...... ...... .... ........ . .............. .... ..... . . . ... - -- ------------------
1 Top slope of embankment or -cuts of 2 feet or more vertical height
- - ------- - - -----------
10 feet
Dram q�e systems and inter epur drains
. .... .... . . . ......
5 feet
Any swimming pools .. ......................... .
10 feet
........ ...............
Final earth trade (vertical)
36 inches
> s alternatives where
tail] separations in can^®t be achieved.
t cola
> *Stream classifications can be identified using the Division*s
> tIf noncompliance with " : - �:' ".-4 '? ­1 � ., �
.: '. � , - 1. ... see Section of this application
2. Does the project comply with separgdDn requirements for wetlands? (50 feet of separation) Yes []No N/A
> See the Division's draft separation requirements for situations where separation Cann®t be meet
> No variance is reqoediif the alteruative design criterm 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 Yes [] No N/A
> This would include Trout Buffered Streams per,:
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.1,
5. Does project comply with
(additional pennits/certificafions)? @Yes No
Per 4 directly related environmental permits ®r 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, stonnwater management plans,, etc.).
6. Does this project include any sewer collection lines that are deemed `thigh priorW."
Per . ' . '; "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 0 No [] N/A
> If Yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
ffigh priority lines shall be inspected by the permittee or its representative at least once every six -months and
8 spections 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 requi®prriio_rto submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
(Professii
M--.. I C---WN&e1
Engineer's name from Application 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.
................. • .•........................... ...... ... •....
North Carolina Professional Engineer's seal, signature, and da`t,�,
,%CARO, �
.`
• O
0 0
° SEAL: a m
_ o o m
°
14575
4Q- o
.. ...................................................................i
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, E ° t' c- ©� attest that this applications for
(Signature Authority's name tit 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 1.43-215.6B, 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.
Signature• Date: oZ zS f
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: ONWASA
Project Name for which flow is being requested: Onslow Bay -Stones LndgII,Paradise PtIII
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: French Creek WWTP
b. WWTP Facility Permit #:
Allflowsare inMGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f, Total flow for this specific request .02124
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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
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 / p f), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity*
Town
D�;,-,+ Dc WQ0035255 2.88 1.152 .045 .092 .137 1.015
Piney
WQ0032377 5.76 2.3 .277 .265 .542 1.758
* 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
(pf) 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): ONWASA
Downstream Permit Number: WQ0035256
Page 1 of 6
FTSE 10-18

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 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.
CAR
. ,• • •
sss
.050
Signing Official Signature ZMOW�'c� - ';
043996 **
Ole
Title of Signing Official�1111D M.
' •��� , •'„ ��
000
Pap / 91.
Date
Page 2 of 6
FTSE 1. 0-18

j,
State of North Carolina
Department of .Environmental Quality
Division of Water Resources
Division of Wa to r Resources 'Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-1 f )
Entity Requesting Allocation: ON ASA.
low
Project Name for which flow is being requested; �nslow�sy-Stones f,ndglf� Paradise Ptlli
More than one ME may he 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: French Creek WWTP
b. WWTP Facility Permit
NCO063029
A11 flows are MnMGD
c. WWTP facility's permitted flow 15
d. Estimated obligated flow not yet tributary to the WWTP .0021
e. WVffP facility's actual avg. flow 3.897
f. Total flog for this specific request .0021
g. Total actual and obligated Mows to the facility 3.899
h, Percent of permitted flog used 26%
If. 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+C1 (E)=(A-D)
Design
Obligated,
-Pump
Average Daily
Approx.
Not 'Yet
Total Current
Station
Firm Flow"
Current Avg.
Tributary
Flow Plus
sane or
Capacitor, * (Firm / pt),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
The Firm. Capacity of any pump station is derined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
* * Design Average Daily Flow is the rwm capacity of the pump station divided by a pealing
factor (pl) not less than 2.50
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WNVTP where the Available Capacity is < o,
Downstream Facility Marne (Sewer);
Downstream Permit Number;
Page 1 of 6
FTSE 04-1 6

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