WQ0037335_Application (FTSE)_20210719

Permit Number W00037335
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
178,440
Facility
Central Files: APS _ SWP
7/7/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
K Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Onslow Bay Development Sewer Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
Owner
Owner Name
Onslow, Water and Sewer Authority
Dates/Events
Owner Type
Government - County
Owner Affiliation
Jeffrey L. Hudson
228 Georgetown Rd
Jacksonville NC 2854110(
Scheduled SSSt-�
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/10/2014 7/1/2021

THOMAS ENGINEERING, PA
G.
www.thomasengineerin,qpa.com
1376-8 Commerce Drive
Post Office Box 1309
New Bern, NC 28563
Federal F.xnrecc
tracking number: 774140593466
To: NCDEQ
Division of Water Quality
Non -Discharge Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Dean Hunkele
RECENED/NCDENWDWR
JUL 012021
wow OA ay new
op"aw" swum
ww OM-
June 30, 2021
Re: Stones Landing Section IV and Paradise Point Section V at Onslow Bay
Fast Track Sewer System Extension Application (ONWASA)
Onslow County, North Carolina
Dear Dean,
P: 252.637.2727
F: 252.636.2448
M. 252.671.5855
Please find enclosed for the referenced project the original Fast -Track Application, the Flow
Tracking/Acceptance for Sewer Extension Permit Applications from both ONWASA and Camp
Lejeune, the USGS Topographic Map and Street level Map (aerial), and one copy of each for your
review and approval. Also attached is the application fee of $480.00 (Thomas Engineering, PA check
# 15780) and the following brief narrative.
This application is for the construction and operation upon certification of a 386 gallon per
minute sewer pump station, approximately 318 linear feet of 6-inch sewer force -main,
approximately 8,919 linear feet of 8-inch gravity sewer, approximately 4,307 linear feet of 10-
inch gravity sewer, and service connections to serve 244 single family residential lots in Stones
Landing Section IV and Paradise Point Section V at Onslow Bay, Onslow County, NC. This
project will discharge into the sewer system approved under Everett Place at Onslow Bay Section III
(PermifNumber WQ097335 Modification issued June 15, 2021) (ONWASA Sewer System).
Please review th closed documents and let me know if you need any additional information. If you
have any queorAs or comments, please do not hesitate to call.
G. Thomas. PE
a ohnthomasnthomasen ing eeringpa.com
Enclosures

DWR
Division of Water 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 cornDleted or the application Will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Onslow Water and Sewer Authority (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 M. 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: M) 937-7550 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Stones Landing Section IV Phases A & B and Paradise Point Section V Phases A & B
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00037335 and issued date:
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: 34.753889' Longitude:-77.292222'
5. Parcel ID (if applicable): 032434
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John G. Thoimas License Number: 10147
Firm: Thomas Eneineering, PA
Mailing address: P. O. Box 1309
City: New Bern State: NC Zip: 28563-
Phone number: [phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: French Creek Permit Number: NCO063029
Owner Name: U. S. Marine Corps -Camp Lejeune
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ-QQ-37335 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS 00 ZAq
Owner Name(s): D/J WgS-A
FORM: FTA 04-16 Page I 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(fl? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fll
Daily Design Flow A,b
No. of Units
Flow
3-bedroom single family residential units
360 gal/unit
73
26,280 GPD
4-bedroom single family residential units
480 gal/unit
147
70,560 GPD
5-bedroom single family residential units
600 gal/unit
24
14,400 GPD
gal/
GPD
gal/
GPD
gal
GPD
Total
111,240 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: 111,240 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
8
6546
PVC
8
2372
DIP
10
3660
PVC
10
647
DIP
)S1V
q-��
➢ 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: Stones Landing Section IV
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.7530560 Longitude:-77.287778'
3. Design flow of the pump station: 0.556383 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 386 gallons per minute at 33 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
212
PVC
6
106
DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
N
® 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(fl & M
➢ 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 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(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(for (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 ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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 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 ® 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 Permitting of Pump Stations
and Force Mains (latest version), and the Gravity 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 request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
(Professional Engineer's name
Item III. I.)
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 143-215.613, any person who kn ingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 isdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per vklation.
North Carolina Professional Engineer's seal, signature, and date: A
`•.!✓i
O�•F. SS/�•• y�`
%".• N I���' Qom:
'ice • � ..t NO \\�
/ HO��
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Mcbh _ PE i chieF DAernl; cna OFfi�e✓ 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.
Signature: /L'� 1/06- Date: Ob S zo
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: Clearly Development, Inc.
Project Name for which flow is being requested: Stones Landing IV and Paradise Point V
More than one FTSE nray be required for a single project if the owner of the WWTP is not responsible for ali pump
stations along the route of the proposer! wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
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
All flows are in MGD
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
Finn 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
.0846
.2366
.3212
.8308
Piney Gr
WQ32377
5.76 2.3
.3554
.4098
.7652
1.5348
* 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: WQ0037335
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.
Cw,ex' t��ZFJ-�oa S � ,may/ G�►2 i 0�.7 W A• SA `�u�•,t,i i i i i ttt�
Title of Signing Official ���At► SRO
2 �OF S Oy �9�s
C SEAL �r • p/�
t. 043998
Page 2 of 6
FTSE 10-18

Division of Water Resources
Entity Requesting Allocation: ONWASA
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Stones Landing IV and Paradise Point V
More than one FTSE may be required fora single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Camp Lejeune Wastewater Plant
b. WWTP Facility Permit t NCO063029
All flows are in MGD
c. WWTP facility's permitted flow 15
d. Estimated obligated flow not yet tributary to the WWTP 0.050
e. WWTP facility's actual avg. flow 5.0
f. Total flow for this specific request .1124
g. Total actual and obligated flows to the facility 5.1624
It. Percent of permitted flow used 34.4%
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, t (Firm / pt),
Avg. Daily
Number)
No.
MOD MOD
Flow, MOD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MOD
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: WQ37335MOD
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Q stewatcertify to the best of my knowledge that the addition of
the volume of waer o 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 Si nature
WDCiD Emdiectr
Title of Signing Official
ze Ikw%x '10V
Date
Page 2 of 6
IFTSE 10-18

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