WQ0042099_Application (FTSE)_20201123

Permit Number WQ0042099
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility Name
Swansboro Bojangles Public Force Main
Location Address
Owner
Owner Name
Onslow Water and Sewer Authority
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
11/4/2020

KCONSULTING
GROUP, PI_LC
To:
NCDEQ-DWR - Wilmington Regional Office
Water Quality Regional Operations Section
127 Cardinal Drive Ext.
Wilmington, North Carolina 28405
TRANSMITTAL LETTER
DATE: PROJECT NO.
November 2, 2020 20018
ATTENTION: RECEIVED
Dean Hunkele
SUBJECT: Noy o 4 2n2n
Bojangles Restaurant
Fast Track Sewer NCDEQ
W LMINGTON RO
ONWASA, Onslow County, North �aroryina
WE ARE SENDING YOU:
® Attached El Under Separate Cover Via: the following items:
❑ Copy of Letter ® Plans ❑ Specifications ® Other:
❑ Shop Drawings ❑ Prints ❑ Permits
❑ Change Order ❑ Reproducible ❑ Samples
COPIES
DATE
DWG. #
DESCRIPTION
1
10/28/2020
Fast Track Sewer System Extension Application
1
10/28/2020
Flow Tracking for Sewer Extension Application
1
11/2/2020
Application Fee ($480.00)
1
Site Map
1
11/2/2020
Fast Track Cover Letter - ONWASA
THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW:
®
For Approval
❑
Approved as Submitted
❑
Submit copies for approval
❑
For Your Use
❑
Approved as Noted
❑
Submit copies for distribution
❑
As Requested
❑
Returned for Corrections
❑
Return —corrected prints
®
For Review & Comment
! ❑
Disapproved
❑
Other:
COMMENTS:
Please call me at 252-565-1017 should you have questions or require additional information.
COPY TO:
Da4'V VWRe4-k, P.E.
Signature

KCONSULTING
GROUP, PLI_C
ENGINEERS & PLANIaCk_,
November 2, 2020
Mr. Dean Hunkele
NCDEQ - DWR - Fast Track Sewer Extension
127 Cardinal Dr. Ext
Wilmington, NC 28405
RE: Bojangles Restaurant, Swansboro, NC
NCAC 02T.0300 Fast Track Sewer System Extension
ONWASA, Onslow County, NC
Dear Mr. Hunkele,
Enclosed is a sewer extension application with supporting documentation for the sewer system extension in Onslow County.
The proposed extension consists of approximately 1500 linear feet of force main to serve a new quick service restaurant. The
restaurant will have its own, separately permitted private pump station. All additional flow associated with this project will be
permitted in the separate application for the pump station. The proposed force main will discharge to an existing force main
owned and operated by ONWASA.
The enclosed documents include the following items:
• Check in the amount of $480.00
• Fast Track Sewer System Extension Application
• Flow Tracking for Sewer Extension Applications
• Site Map
On behalf of the applicant, ONWASA, we respectfully request that you grant a permit for construction of this sewer system.
With best regards,
WArkConsulting Group, PLLC
J. Dantzler Withers, P.E.
Project Manager
2755-B Charles Boulevard, Greenville, NC 27858 252-558-0888 www.arkconsultinggroup.com

State of North Carolina
R 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: W kQ U -1 k� 1 (to be completed by DWR)
All items must be completed 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. PE 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: 910 937-7550 Email Address: dmohr ,onwasa.com
II. PROJECT INFORMATION:
1. Project name: Boiangles' Swansboro
2. Application/Project status: ® Proposed (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: W000
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.708361 ° Longitude:-77.162767'
5. Parcel ID (if applicable): 060467 and 055489
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Dantzler WithersLicense Number: 38746
Firm: Ark Consulting Group, PLLC
Mailing address: 2755-B Charles Blvd.
City: Greenville State: NC Zip: 27858
Phone number: 252 565-1017 Email Address: dan.withers(narkconsultinggroup.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Swansboro Wastewater Treatment Plant Permit Number: W00023261
Owner Name: Onslow Water and Sewer Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. PermitNumber(s): WQ-o-,�31qDownstream (Receiving) Sewer Size: 2 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00249
Owner Name(s): Onslow Water and Sewer Authority
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 Aereement (FORM: DEVI been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Pronertv 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: 0 % Domestic/Commercial 100 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes CyNo
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 021.01140
Daily Design Flow a,s
No. of Units
Flow
gal/
GPD
gal/
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: 0.00 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
➢ 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: 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
2
1125
SCH 40 PVC
2
350
DR-9 IPS HDPE
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 .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) & W
➢ 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 buildina 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(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ 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 ® 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 2B.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:
I J. Dantzler Withers, PE attest that this application for
(Professional Engineer's name from Application Item III.].)
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 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, OaoicA M. A&ri�F'Z' Oorro(i 1 Dh�icPl 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: r)10 Date: /0�04PZ0
FORM: FTA 04-16 Page 5 of 5

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Chocked BY: �pyy Date: g�q�4040 ie"'�C �KGROUP,PLLC SWANSBORO BOJANGLES Engineere & Planners EROSION CONTROL PLAN A
2755-B Charles Blvd. I Greenville, NC 27858 SWANSSORO, ONSLOW COUNTY, NC