WQ0037335_Application (FTSE)_20200422

Central Files: APS _ SWP
4/21 /2020
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
93,960
Facility
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
G
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Onslow Bay Development Sewer Minor Wilmington
Location Address County
Onslow
Owner
Owner Name
Onslow Water and Sewer Authority
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
10/10/2014 4/17/2020

ENGINEERS• SURVEYORS• PLANNERS
VIA EMAIL AND MAIL
TO: Mr. Dean Hunkele
NCDENR-DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
DATE:
E� W_V E
APR 17 2020
BY:__
�—� y
15, 2020
REF: Stones Landing, Sec. III and Paradise
Point, Sec. IV - Onslow County, NC
Sewer Improvements
Fast Track Sewer Application
One (1) original and One (1) copy of the Fast Track Application and the Flow Tracking/Acceptance Forms;
One from ONWASA and One for French Creek WWTP); One (1) Check in the amount of $480.00
for the application fee; One (1) portion of the USGS map; and One (1) copy of the Water & Sewer Plan,
Sheet 5 of 18.
DELIVERY VIA:
©
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:
Timodif St marl, P.E.
Copies To:
ec: Ms. Wynne Ray (w/enclosures)
Mr. Tony Sydes (w/enclosures)
TMS/djh CF (P), LAM,
306 Nev@',v*JbNrrMg lljQ455-2414
CL2020.TMS.LOT.Hunkele.StonesLanding3Paradigilto."ilffW,oHgnber F-0108 I www.parkerjacksonville.com

DWR
Division of Water Itesources
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 ❑ 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: Chief Operations Officer
4. Applicant's mailing address: 228 Georgetown Road
City: Jacksonville State: NC Zip: 28540
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: STONES LANDING, SECTION III and PARADISE POINT. SECTION IV at ONSLOW BAY
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project ` (
If a modification, provide the existing permit number: W00037335 and issued date: 4-10-19 at\ s° a R t�1tiu� t8
If new construction but part of a master plan, provide the existing permit number: W000_ ` e r
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.75420 Longitude:-77.2964'
5. Parcel ID (if applicable): 032434
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy M. Stewart License Number: 14575
Firm: Parker & Associates. Inc
Mailing address: 306 New Bridge Street
City: Jacksonville State: NC Zip: 28540-_
Phone number: 910 455-2414 Email Address: officeAparkeriacksonville com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: French Creek Permit Number: NCO06302111
Owner Name: US Marine Corps - Camp Lejeune
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00035256 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): ONWASA
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 [-]No ®N/A
3. If the Applicant is a Home/Property 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/Commercial % 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 .0114(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow °'"
No. of Units
Flow
Stones Landing III and Paradise IV
360 gal/lot
118
42,480 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
42,480 GPD
a See 15A NCAC 02T Al 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 l5A NCAC 02T,01.14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 42480 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: ETA 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 4,350 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
VIIl. 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: Longitude: - °
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)(l):
❑ 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 I SA NCAC 02T.0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
N 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 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 sloe 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 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaue
➢ 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) N 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 I SA NCAC 02B .0200? N 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 N Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? N Yes ❑ No
Per I SA NCAC 02T.0 I 05(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 N 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. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the PenLittjnj pf PiLitip , taktm
and Force Mains (latest version). and the Gravits 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 reuuest is required prior to submittal of the Fast Track Application and smmortine
documents.
2. Professional Engineer's Certification:
Timothy M. Stewart, P.E. attest that this application for
(Professional Engineer's name from Application item 111.1.)
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 Porte 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 143-215.68, 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:
r `,,�rnu " �.
.� Cq ""
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I H
OQL
SEAL
14575
N
�M��S�,``
David M. Mohr, P.E., Chief Operations Officer, 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 143.215.613, any person who knowingly makes any false
statement, representation, or certification in any application packip 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: (�2� • "4j / r6- Date: d 4//-J)ZU20
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
(FCSE 10-18)
Entity Requesting Allocation: ONWASA
Project Name for which flow is being requested: Stones Landing III and Paradise Point IV
More than one FTSE maybe required fora single project if the owner of the WWTP is not responsible for all pump
stations along the route of Cite proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: I
b. WWTP Facility Permit #:
n��
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
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.061
5.00
.04248
5.080
33.9
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
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow"
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Firm / p0,
Avg, Daily
Daily Flow, Obligated
Available
Number)
No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
* 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
f•TSE 10-18

III. Certification Statement:
I Mal Paul 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.
Signing Official
Title of
71)
Page 2 of 6
FrSE 10-18

IIivkiun oI ALmk,I R:•�.nutt 45
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Clearly Development, Inc.
Project Name for which flow is being requested: Stones Landing III and Paradise Point IV
More than one FTSE ntay 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 wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit #:
All flows are in MGD
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
g. Total actual and obligated flows to the facility
It. 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
Obligated,
Pump Pump
Average
Approx.
Not Yet Total Current
Station Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / pt),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
Towne Pt WQ35225
2.88 1.152
.0517
.1476 .1993
.953
Piney Gr WQ32377 5.76 2.3 .2541 .3017 .5558 1.744
* 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.
CHEF ©PcnONS DFr'"/GC72 CAR0��'i
Title of Signing Official ��OQ
. FEBstp��.y'�
2p +.
A -*
SEAL 9r
MRAM it
Page 2 of 6
FTSE 10-18

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