WQ0038543_Application (FTSE)_20191114

Permit Number WQ0038543
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
33,050
Facility Name
7179 Walmart Supercenter Swansboro Sewer
Location Address
Owner
Owner Name
Onslow Water and Sewer Authority
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
6/20/2016 10/24/2019

BOHLER ENGINEERING NC, PLLC
1927 South Tryon Street Suite 310, Charlotte, NC 28203
Professional Engineering Services Telephone:[phone] Fax:[phone]
LETTER OF TRANSMITTAL
VIA: FedEx Delivery
TO: NCDEQ RE: 47179 Walmart — Driveway Extension
Water Quality Section Swansboro, NC
127 Cardinal Drive Extension Sewer Extension Submission Package
Wilmington, NC 28405
ATTN: Dean Hunkele DATE: October 22, 2016 RECEIVEDINCDENRIDWR
[phone] JOB NO: NCC138078
OCT 2 4 2019
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy ofletter ®Attached ❑ Prints ❑ Change order
Water Quality Regional
secon
COPIES DESCRIPTION Wil ingtotnions RegionalOffice
2 Cover Letter
2 Flow Tracking/Acceptance for Sewer
Extension Fast -Track Application
1 Application Fee ($480)
2 Site Map
2 Site Plan Documents
These Are Transmitted: ❑ For approval ❑For your use ❑As requested
® For review and comment [-)Approved as submitted ❑Approved as noted
❑ Returned for corrections
REMARKS:
If you have any questions or require additional information, please do not hesitate to contact this office at (980)
272-3400.
COPY TO:
SIGNED:
4016r.
Michael Theberge, P.E.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources .... 11 l�� FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. WQ a)35 g: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 & 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 NC'AC 021 .0106(b)
Title: PE, Engineering_ Director
4. Applicant's mailing address: 228 Georgetown Road
City: Jacksonvile State: NC Zip: 28540-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: 7 - 1 clr 7171 W(4tAlev F S"perCe,-)te, S xtos vro Sala-
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00039543 and issued date: 10 16 55WA &-?,0- Z01(p
If new construction but part of a master plan, provide the existing permit number: W000_ Cef+ It- a7- Zp 17
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.747276' Longitude:-77.447983'
5. Parcel ID (if applicable): 535504509872
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael Theberee License Number: 043610
Firm: Bohler En ineering NC, PLLC
Mailing address: 1927 S. Tryon Street, Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Swansboro Wastewater Treatment Plant Permit Number: W00023261
Owner Name: ONWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Numberts) (if applicablcl: WQCS_
Owner Name(s):
FORM: ETA 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 Ucvclllopct DI-. V) been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a Home Pi operty Oonwid Assuu iuon,.haa ,in. Operaii ond.A rermcm(l- OR M_ I I O_A) 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 (Scc. I > A NCAC..02-1'01.03L20))
"Is there aPretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC q2 r .p 1 I4(t)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02'1'.0114(t))
Daily Design Flow a,n
No. of Units
Flow
Resturant (New)
40 gal/seat
300 seats
12,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,000 GPD
a See 15A NC'A(UTf ,QI 14(b)-r(II cJ(I ) andi,c)(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 O.S..a2A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A N('AC 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: 12 000 GPD (per I>A NCAC' 02T_01_14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Purnp 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
24
DIP (New Gravity)
8
186
PVC (C900)
➢ 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: 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:
❑ 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)):
I. Does the project comply with all separations found in 15A NCAC 02 [ 030 (t) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
® 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 1 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
7 I iA NCAC 021 01()(_L,,) contains alternatives where separations in 02 1 03011) cannot be achieved.
Y **Stream classifications can be identified using the Division's NC tim tcc A\ aret ( la„iticamms twhpnl;r
Y If noncompliance with 01 I.030 (t) of (gt, 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
Y 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 � A NCAC' 0111 0-001' ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per I � A NCAC '110101
4. Does the project require coverage/authorization tinder a 404 Nationwide or ® Yes [-]No
individual permits or 401 Water Quality Certifications?
Y Information can be obtained from the -101 & Butler 11cmintiue Ilranch
5. Does project comply with I SA NCAC 01-1 .0105(e 6) (additional permits/certifications)? ® Yes []No
Per 15A NCA('.02 1 1010 (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-priotity?"
Per 15A. NCAC 01 1 .040_, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streannbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
Y 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 I5A NCAC 02f, the Minimum Design Criteria I'm the Permitting of PuopStttion�
and f cacc Nlains (la(est vcrsiol), and the Gra%,ity 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 Michael Theberge
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 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 sliall 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):
that this application for
name & title f-km Application Item 1.3.)
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 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( (/ rV=, pE" Date: _7/9- 19
FORM: FTA 04-16 Page 5 of 5

TM
BOH LER
ENGINEERING NC, PLLG
NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
1927 South Tryon St., Suite 310
Charlotte, NC 28203
PHONE [phone]
Date: October 22, 2019
Re: 47179 Walmart — Driveway Extension
Cover Letter
Sewer Extension Permit
Swansboro, NC
Onslow County
BE# NCC138078
Below is a narrative describing the proposed public sewer system extension for the Walmart Supercenter
located at 1121 West Corbett Avenue.
The proposed public sewer system extension for the above -referenced project is proposed to serve two
outparcels at the front of the development. The flow allocated in the attached application accounts for
these developments. The proposed system includes the installation of approximately 210 linear feet of 8"
gravity sanitary sewer main and 1 manhole structure. These features will be constructed to meet or exceed
the specifications of the Onslow Water and Sewer Authority (ON WASH), which meet or exceed the
State's specification requirements.
If you have any questions or require additional information, please do not hesitate to contact this office at
[phone].
Sincerely,
Michael Theberge, P.E.
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS
W W W. BO H LERENGI N EERI NG.CO M

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: Walmart Store #7179-000 Driveway Ext.
More than one FTSE utay be required for a single project if the owner of the WWTP is not responsible for all proup
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: Swansboro WWTP
b. WWTP Facility Permit #: NCO023261
All flows are in MGD
c. WWTP facility's permitted flow .6
d. Estimated obligated flow not yet tributary to the WWTP .1029
e. WWTP facility's actual avg. flow .436
f. Total flow for this specific request .012
g. Total actual and obligated flows to the facility .5509
h. Percent of permitted flow used 92%
11. 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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Halls
C_ a. Dc
W0002802
1.584
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Daily Flow**
Current
Tributary
Flow Plus
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
MGD
Flow, MGD
MGD
Flow
Capacity***
.6336
.436
.1149
.5509
.0827
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: WQ0038543
Page 1 of 6
IISI 10-IS

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.
Signing Official Signature
Title of Signing Official
Date
N 1CAR0 /��i
'\ O�OFESS/O
_ •a
0 3 6�
'� .• GINrc�••.
Page 2 of 6
ETSE 10-18