WQ0042100_Application (FTSE)_20201123

Central Files: APS _ SWP _
11/10/2020
Permit Number WQ0042100
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Swansboro Bojangles Private Pump Station Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
Owner
Owner Name Owner Type
Redco Properties LLC Non -Government
Owner Affiliation
Cameron W. McRae
Manager
PO Box 704
Dates/Events Kinston NC 28502071
Scheduled
Orig Issue App Received Draft Initiated Issuance
11 /4/2020

KCONSULTING
GROUP, PLLC
To
NCDEQ-DWR - Wilmington Regional Office
Water Quality Regional Operations Section
127 Cardinal Drive Ext.
Wilmington, North Carolina 28405
TRANSMITTAL LETTER
DATE: I PROJECT NO.
November 2, 2020 20018
ATTENTION:
Dean Hunkele
SUBJECT:
Bojangles Restaurant
Fast Track Sewer
Onslow County, North Carolina
WE ARE SENDING YOU:
M Attached 1 ❑Under Separate Cover Via: the following items:
❑ Copy of Letter M Plans ❑ Specifications ® Other:
❑ Shop Drawings j ❑ Prints ❑ Permits
❑ Change Order ❑ Reproducible ❑ Samples j
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 - Redco
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:
Da vWWw.rk, P.E.
Signature

RK
November 2, 2020
CONSULTING
GROUP, PLC
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
Onslow County, NC
Dear Mr. Hunkele,
Enclosed is a sewer extension application with supporting documentation for the proposed commercial development in
Onslow County. The proposed extension consists of a new duplex grinder pump station serving a single -building, 77-seat
quick service restaurant. The proposed pump station and force main will discharge to a new force main owned and operated
by ONWASA that is being submitted for permitting concurrently to this application.
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, Redco Properties, LLC, we respectfully request that you grant a permit for construction of this
sewer system.
With best regards,
Ark Consulting Group, PLLC
J. Dantzler Withers, P.E.
Project Manager

State of North Carolina
DWR
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: WC�G(3 L(D_) 60 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Redco Properties, LLC (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: Brad Mercer per 15A NCAC 02T .0106(b)
Title: Delegated Agent
4. Applicant's mailing address: 335 N. Queen Street
City: Kinston State: NC Zip: 28501-
5. Applicant's contact information:
Phone number: [phone] Email Address: brad.mercer@beca'un.com
1I. PROJECT INFORMATION:
1. Project name: Swansboro Boiangles'
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ 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: [e-mail]
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. Permit Number(s): WQ G 641(V 9 Downstream (Receiving) Sewer Size: 2 inch
System Wide Collection System Pennit 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 MN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Aereement (FORM: DEV) been attached?
❑ Yes ❑No MN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: FICA) been attached?
❑ Yes ❑No MN/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 ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes M No
➢ If yes, provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)
Daily Design Flow e b
No. of Units
Flow
Restaurant, Single Service Articles
20 gal/seat
77
1540 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1540 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 .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
detennined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1540 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
➢ 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: Swansboro Boianeles'
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.708361' Longitude:-77.162767'
3. Design flow of the pump station: 0.06048 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 25 gallons per minute at 81 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
115
Sch 40 PVC
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- I6 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) & (e) ® Yes ❑ No
➢ I5A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Re uired
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, HOW, 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(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ 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 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 Pennittine Branch
5. Does project comply with 15A NCAC 02T.0105(e)(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 ISA 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. PAzler Withers, K attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 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 dat(
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
H
name & title from Application Item I.3.)
that this application for
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: ` Date: 9///Ad
FORM: FTA 04-16 Page 5 of 5

r,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
M!'Jon of tivmef tt<�,�„�r�_��, Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Redco Properties, LLC
Project Name for which flow is being requested: Boj angles, Swansboro
More than one FTSE nay be required for a single project if Ore owner of the WWTP is not responsible far nil 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: Swansboro WWTP
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 .1228
e. WWTP facility's actual avg. flow .3637
f. Total flow for this specific request .00154
g. Total actual and obligated flows to the facility .488
h. Percent of permitted flow used 81%
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, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Halls WQ0022802 1.584 .6336 .3637 .1243 .488 .1456
Swa
—Fr_ns orej�
o WQ0033142 .0346 .0138 .0002 .0015 .0017 .0121
Swans ro N/A .2851 .114 .0048 .0015 .0063 .1077
Keldle qI
* 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: WQ0033142
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.
GN/EF
Title of Signing Official pQ FEssI 12
2:? �2' .
a SEAL C
t 04399 ,r[\ 1„
10
M
Page 2 of 6
FTSE 10-18

Prepared 0ctober2020
Halls Creek PS /
Swansboro
Swainsboro
Swansboro
Swansboro
Iibrary PS
Middle School PS
WWRP
WWiP ADF
19-Sep
PS
10,759,308
0.347074452
P2
19-Oct
Pi
9,580,249
0.319341633
P2
19-Nov
PI
10,044,248
0.32400;
P2
19-Dec
P1
10,547,170
0.351572333
P2
20-lan
Pl
10,402,885
0.335576935
P2
20-Feb
P1
10,516,032
0.339226839
P2
20-Mar
Pl
10,174,431
0.328207452
P2
20-Apr
P1
8,981,849
0.289732065
P2
20-May
P1
12,113,055
0.412034032
P2
204un
P1
15,339,678
OA94828323
Pz
20-Jul
PS
13,018,868
0.419963484
P2
20-Au9
P1
10,607,658
0.342182516
P2
0.00 363,686.11
Daily Avg MGD 0.3632
Allocation Obligated and Proposed 0.12434
TOTAL FLOW CURRENT AND PROP. 0.4880
% Permitted Fkau Used 81%
Swansboro W WTP Permitted Capacity 0.6
Less Cu rrent AVG Daily Flow + Alocated Flow 0.46803
AVAIIABIECAPACRY 0.11197 MGD
Halls Creek PS Permitted Capacity 1.584
Halls Creek Design Average Dail Flow (Permitted cap. /2.5) 0.6336
TOTAL FLOW CURRENT AND PROP. 0.4880
AVAIIABLECAPACIW 0.1456 MGD
Completed for Bojangles
Obligated/Not Yet Tributary
MGD
flats.
HC
Shadow Creek
0.00710
24
Ward Farm
0.00960
32
Deer Island
0.00240
8
Queers Harbor
0.02100
TO
Halls Creek
0.00330
11
Walmart, Swansboro Driveway EA.
Y01200
Swann Harbour
0.00120
4
Parrish Green
0.001201
River Reach Ph IV
0.00120
4
Hammocks @ Port Swansboro
0,02490
83
Shipwright Pointe Phases I & 11
0.01920
64
Community Lumber FM Connection
0.00050
Swainsboro RV Park
0.00800
Swansgate
O.D1110
37
HC Obligated Total 0.12280
Bojangles 1 0.00154
HC Obligated + Proposed 0.12434
'A vacant lots
Residential flow calculation based upon 3 bedroom homes X 300
gpd/bedroom
CAPACITY
PS GPM
P2 GPM
P3 Firm
Capacity MGD
PI Design Cap
MGD
ADF
Obligated
ADf+Oblig
Avall Cap
Swansboro library
24
64
0.034561
0.013824
0.0002
0.0015
0.0017
0.0121
Swansboro Middle School
1981
3421
0.28512
0+11Aovgj
0.0046
0.0015
0.0063
O.IOTI
AVERAGE DAILY FLOW
P1 Hrs/Year
I P2 Hrs/Year
Gall Pumped
P1
Gall Pumped
I P2
I Total Gall
Pumped
ADF
ADF MGD
Swansboro Library
1 10.31
11.0
14,832.001
42,240.001
57,072.001
156.361
0.000156
Swansboro Middle School
1 67.01
46.31
795,960.00
950,016.00
1,746,036.001
4,783,661
0.W4284

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Project Mgr.: JDW Project No.: 20018 NC Liurse P-1199 SITE LOCATION PLAN EXHIBIT
Drawn By: TGN Scale: ASSHONM AD CONSULTING
Checked By: JDW Daie. 8/�2020 ` GROUP,PLLC SWAINSBORO BOJANGLES
4
Engineers & Planners EROSION CONTROL PLAN A-1
2755-B Charles Blvd. I Greenville, NC 27858 SWANSBORO, ONSLOW COUNTY, NC