WQ0041326_Application (FTSE)_20191220

Permit Number W00041326
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files, APS _ SWP
12/3/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sunset Beach Dollar General Pump Station Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events Bolivia NC 28422024
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11/27/2019
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
Ouffall
Waterbody Nam!

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602Iron Gate Dr., Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
November 25, 2019
Dean Hunkele
NCDEQ -Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Dollar General - Sunset Beach - NC 904
N&T Project No. 19070
Dear Mr. Hunkele,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
NOV 2 7 ?olg
Water Oualrty ;iepional
Operations Section
Wil
Ion Regional Office
Enclosed please find a check in the amount of $480.00 for the processing fee and the following
copies:
1. Approval letter from Brunswick
County Engineering
2. Variance Approval Letter from NC
DEQ dated October 7, 2015
3. Sewer Narrative
4. Application (FTA 04-16)
5. Flow Tracking / Acceptance Form
(FTSE 04-16) from Brunswick
County Engineering
6. Two (2) 8 t/z x 11 color USGS
Topographic Maps
7. Two (2) site plans (ledger size)
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Thomas J. Scheetz, E.I.
TJS/ttw
19070 11-25-19-s-fast track swr-Itr
Enclosures
cc: John Parker / Par 5 Development Group, LLC
NCBELS License C-3641

DWR State of North Carolina
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(lQQq(3� (to be completed byDWR)
All items must be completed or the application will be returned �I 1 /�
I. APPLICANT INFORMATION: ' T4 ` 6_70
1. Applicant's name: Brunswick County (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: William L. Pinnix. P.E. per 15A NCAC 02T .0I06(b)
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249
City: Bolivia State: NC Zip: 28422-.
5. Applicant's contact information:
Phone number: 910 253-2408 Email Address: william.pinnix@brunswickcountvnc goy
II. PROJECT INFORMATION:
1. Project name: Dollar General Sunset Beach
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: WQ00_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.937420 Longitude:-78.501560
5. Parcel ID (if applicable): 21100077
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Phillip Norris, P E License Number: 11966
Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing address: 1429 Ash -Little River Road
City: Ash State: NC Zip: 28420
Phone number: [phone] Email Address: [e-mail]
engineers.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sea Trail Permit Number: W00012748
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
I. Permit Number(s): WQR032250 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
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 NN/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 NN/A
3. If the Applicant is a Home/Property Owners, Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes [-]No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned N 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: % Domestic/Commercial 1Q0 % Commercial
_ % 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(f)? ❑ Yes tZ No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °•"
No. of Units
Flow
General Store
200 gal/unit
1
200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gaV
GPD
Total
200 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(I) 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 200 GPD (per 15A NCAC 02T .01141
➢ 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

VIL 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
Vill. 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: Dollar General - Sunset Beach
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.937103 Longitude:-78.501851'
3. Design flow of the pump station: 0.0002 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 22 gallons per minute at 155 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
130
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
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
P" 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.
D 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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & ( ® Yes [-]No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
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-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hiph 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(a) 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(fl or M, 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 PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0I05(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 Annlication and supporting documents
2. Professional Engineer's
5 attest that this application for
trroressronar bngmeers name tram AP `?canon ta�.1
6eer°' has viewed by'S> M.P.. �a ate, coSp��9n co?nnsistent 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,
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, IV I I II 6t-- L_ Yi nni x I'I— U J, re-Oror Ot" L ^A/ attest that this application for
(Signature Authority's nae & title from A�pplicati n It 1.3.)
Dollev General CSU^6c+ earl%
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:
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: Brunswick County
Project Name for which flow is being requested: Dollar General Sunset Beach
More titan one FTSE may be required for a single project if the owner of lire WWTP is rot responsible for all punnp
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:
Sea Trail WWTP
b. WWTP Facility Permit #: WQ 0012748
Ailflows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
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
0.300
WWTP 1.020
0.156
0.00020
1.18
393.0%
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 / pf),
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
(pi) 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):�R/SSP tVAJ 44AOV-9LA; /fl;V
Downstream Permit Number: ". 003 as 6-0
Page 1 of 6
FTSE 10-18

IIl. Certification Statement:
I William L. Pinnix, PE; Dir of Engr 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 Offcial Signature
\RF.CTk Q'
Title of Signing Official
IL
tt
zo 201 Cl
Date
Page 2 of 6
ITSE 10-18

SEWER NARRATIVE
DOLLAR GENERAL - SUNSET BEACH
Brunswick County
For
Par 5 Development, LLC
2075 Juniper Lake Road
West End, NC 27376
910-944-0881
OARO
F�'GINEf
°NILLIP
October, 2019
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash — Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 19070

NARRATIVE
SEWER SYSTEM:
This public sewer forcemain and grinder pump station is designed to service the
proposed Dollar General with a total flow of 200 GPD.
A total of 130 LF of 2" sewer forcemain will be needed to complete the system. A duplex
OGP 2HP grinder pump station will be used to bring the system up to the required head.
The pump station is located near the southeastern corner of the property. The proposed
forcemain will connect into an existing 8" sewer forcemain along NC 904.
This system will be served by Brunswick County.

North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 7, 2015
William L. Pinnix, Director of Engineering
Brunswick County
PO Box 249
Bolivia, NC 28422
Subject: Variance Request Approval
Permit Number: WQCS00284
New/Existing Commercial & Multifamily Pump Stations with Limited Flow
Brunswick County
Dear Mr. Pinnix:
Donald R. van der Vaart
Secretary
The Division of Water Resources (Division) has reviewed the submitted variance request, as well as the additional
information submitted October 1, 2015. The request Involved deviation from the requirements of 15A NCAC 02T.0305
for pump stations with low flows that serves multifamily and commercial facilities within the county's service area with
the fallowing conditions:
1) This variance only applies to facilities meeting flow rates less than or equal to 1,680 gallons per day (gpd)
2) Pump Stations shall:
a) Meet the pump reliability requirement per 15A NCAC 02T.0305(h)(1), (meet peak flow with largest pump out
of service)
b) Provide 24-hours' worth of wastewater storage (Installed or upgraded)
c) Install/maintain alarms per 15A NCAC 02T.0305(h)(1)(F) In an area that is noticeable to the general public or
onsite staff
d) Install/maintain signage per 15ANCACO2T.0305(h)(2)
3) In accordance with the provision for alternative design covered under 15A NCCA 02T.0105(n), facilities meeting the
above conditions are exempt from:
a) Requirement to install a standby power source or pump per 15A NCAC 02T.0305 (h)(1)(B)
b) Requirement to install/maintain a telemetry system per 15A NCAC 02T.0305(h)(1)(E)
c) Requirement to Inspect these facilities every day per 15A NCAC 02T.0305(a)(4) and WQCS00284 (Condition
V.2), however still required to Inspect the facility at least once perweek
Regardless of the variance approval, in the event that the wastewater collection facilities fall to perform satisfactorily,
Including the creation of nuisance conditions, the Permlttee shall take immediate corrective action, including those as
may be required by this Division, such as the construction of additional or replacement facilities.
All other facilities shall be constructed In accordance with all applicable rules and statues including, 15A NCAC 2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,1996 as applicable;
and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable. Approval of the variance request does not constitute approval of the permit. Submission
and approval of permit applications are still required In accordance with applicable rules and regulations.
1601 Mall Service Center, Raleigh, Nodh Carolina 27699-1601
Phone: [phone]ntemet: www.nodenr.gov
An Equal Opportunity IAINmafive Acton Employer —Made In part by recycled paper

Variance Request Approval
October 7, 2015
If you have any questions, please contact Michael Leggett, P.E. at 919-907-6312 or via email at
[e-mail].
Sincerely, 4, tp� 1L� % ��
W1 s— "" " ` ✓tY` __
for Jay Zimmerman, P.G.
Director, Division of Water Resources
by Deborah Gore, PERCS Supervisor
Division of Water Resources, NCDEQ
enclosures (all)
cc: WilliamL.Pinnlx,PE— DirectorofEngineeringServices (William.nlnnixt@brunswickcountvncgov)
James Murray, Engineering Technician / Plan Reviewer (lames.murravnbrunswickcountvnc eov)
Wilmington Regional Office, Water Quality Section Regional Operations
Water quality Central Files — WQCS00184
PERCS Files (electronic copy)

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