WQ0042042_Application (FTSE)_20201023

Permit Number WQ0042042
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
10/16/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sneads Ferry Oreilly Auto Parts Private Pump Station Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
Owner
Owner Name Owner Type
Popkin Enterprises LLC Non -Government
Owner Affiliation
Jonathan Popkin
PO Box1414
Dates/Events
Jacksonville
NC 2854114'
Scheduled
Ong Issue
App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
10/12/2020
Regulated Activities
Requested /Received Events
Additional information requested
Additional information received
+

91
VIA EMAIL AND MAIL
TO: Mr. Dean Hunkele
NCDENR-DWR
ECEIVE
OCT 12 2020
1
ENGINEERS • SURVEYORS • PLANNER
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
DATE: September 23, 2020
RECEIVER
SEP 2 8 020
NCDEQ
WILMINGTON RO
REF: O'Reilly Auto Parts - Sneads Ferry
Onslow County, NC
Sewer Improvements
Fast Track Sewer Application
One (1) original and One (1) copy of the Fast Track Application and the Flow Tracking/Acceptance Forms;
One (1) copy of Sewage Pumping Station Calculations; One (1) copy of SPS Buoyancy Calculations;
One (1) Check in the amount of $480.00 for the application fee; One (1) portion of the USGS map;
One (1) copy of the Water & Sewer Plan, and one (1) copy of Company Information from Secretary of State Website.
DELIVERY VIA:
0
Regular Mail
❑
Hand
❑
Federal Express
❑
UPS Overnight
❑
UPS Ground
❑
Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
Dean, Popkin Enterprises, LLC is proposing to build an auto parts store in Sneads Ferry. We have designed
the pump station and force main to tie to Pluris Force Main on Hwy 210. Popkin Enterpprises will own
and operate the Pump Station and Force Main. 1 t I e
.E.
Copies To
ec: Mr. Mike Morton (w/enclosures)
Mr. Randy Hoffer (w/enclosures)
TMS/djh Gb�1 QJr,AMge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone]
(if elm4wums,are4amcas a k444aWmma(vw4,,,
C L2020.TMS.LOT.Hunkele.OReilly.SewerAPP.070920

Hunkele, Dean
From: Tim Stewart <office@ parkerjacksonville.com >
Sent: Monday, October 12, 2020 5:15 PM
To: Hunkele, Dean
Cc: mike mortoncompanies.com; Jonathan Popkin; Randy Hoffer
Subject: [External] O'Reilly - Sneads Ferry
Attachments: O'Reilly -Sheet 4.pdf; SKM_C45820101216S50.pdf
Dean,
We revised the Plan to show a Duplex Pump Station, so that it can be reviewed and approved as a Fast Track
Sewer Permit. Please find enclosed a copy of: The Revised Water and Sewer Plan, and the Buoyancy
Calculations. The rest of the Application Package previously submitted on 9-23-20 remains the same.
Let me know if you have any questions, or need anything else. Thanks.
-Tim
Timothv M. Stewart. PE / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonville. com
ATk
,� avc,st This email has been checked for viruses by Avast antivirus software.
www.avast.com

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: WWQ X qu, (to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: POPKIN ENTERPRISES. 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: Jonathan Popkin. per 15A NCAC 02T .0106(b)
Title: Managing Member
4. Applicant's mailing address: P.O. Box 1414
City: Jacksonville State: NC Zip: 28541-.
5. Applicant's contact information:
Phone number: [phone] Email Address: popkinbe(algmail.com
II. PROJECT INFORMATION:
1. Project name: O'REILLY AUTO PARTS - SNEADS FERRY
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: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.5472' Longitude:-77.4325°
5. Parcel ID (if applicable): 066094
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Timothy M. Stewart License Number: 14575
Firm: Parker & Associates. Inc.
Mailing address: 306 New Brid eg Street
City: Jacksonville State: NCa Zip: 28540-_
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris North Topsail Permit Number: W00005849
Owner Name: Pluris LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00034486 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Number(s) (if ap)licable): WQCS
Owner Name(s): Pluris, LLC
FORM: FTA 04-16 Page 1 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: DEVI 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(t))
Daily Design Flow "b
No. of Units
Flow
Retail
50 gal/Employee
4 Employees
200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
200 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: 200 GPD (per 15A NCAC 02T .0l 14)
➢ 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 lI & 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: O'Reilly - Sneads Ferry Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.4306' Longitude:-77.4322'
3. Design flow of the pump station: 0.0288 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 20 gallons per minute at 68 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
217
SDR 21 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 04-16 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 & (a)
➢ 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 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 buildine, 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(¢) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
➢ If noncompliance with 02T.0305(fl 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 02002 ® 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 PermittingBranch
ranch
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 Critcriu for fl Perntjttift O"Pull SThtl01L
and Force Ma nsTlatest version) and the Gravity Sewer Minimum Design Criteria (latest vetston) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Atmroval of the reouest is reuuired nrior to submittal of the Fast Track Application and supportine
documents.
2. Professional Engineer's Certification:
Timothy M. Stewart, P.E. - attest that this application for
(Professional Engineer's name from Application Item III,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. , N
North Carolina Professional Engineer's seal, signature, and date:
y - q
SEAL
14575 =
A*
3. Applicant's Certification per ISA NCAC 02T .0106(b): 1'''r/
inns•
I Jonathan Popkin, Manager
attest that this application for
(Signature Authority's name & title from 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 143-215,6B, 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: 7 I X�
FORM: ETA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FPSE 10-18)
Entity Requesting Allocation: POPKIN ENTERPRISES, LLC
Project Name for which flow is being requested: O'REILLY AUTO PARTS - SNEADS FERRY, NC
More than one FTSE tress be requ4rd jar a ahegle pr*d If the owner of the WW Pfs not rWOwthle jor all pump
stations along Ike mate of thepmposed wattewaferfim
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris, LLC
b. WWTP Facility Permit#: Wmo008840
AUJlows are In MGD
c. WWTP facility's permitted flow 1.542000
d. Estimated obligated flow not yet tributary to the W WTP 7W406840
e. W WTP facility's actual avg. flow 0.582458
f. Total flow for this specific request 0.000360
g. Total actual and obligated flows to the facility 0.989298
It. Percent of permitted flow used 64%
1I. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pttmp stations located between the project connection point and the W WTP:
(A)
(8)
(
(DXB+Q (E)-(A-D)
DesignPump
D
Pump
Avenge
Approx
Not Yet
Total Current
Station Station
Firm Daily Flow••
Currant
Tributary
Flow Plus
(Name or Permit
Capacity, • (Firm / pt),
Avg. Daily
Daily Flow,
Obligated Available
Number) No.
MOD MOD
Flow, MOD
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 nrm capacity of the pump station divided by a peaking factor
(pf) not less than 2.% per Section 2.02(A)(4xc) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the W WTP where the Available Capacity Is 5 0.
Downstream Facility Name (Sewer): Sneads Perry North Basin
Downstream Permit Number. W00034486
Page 1 of 6
FTSE 10.18

III. Certification Statement:
I RANDY HOFFER 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 on 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.
Page 2 of 6
FTSli 10-18

North Carolina Secretary of State Search Results
https: //www.sosnc.gov/online_services/seareli/Bw iness_Registration...
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add
Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an
Amended a Annual Report form
Limited Liability Company
Legal Name
Popkin Enterprises, LLC
Information
Sosld: 1367341
Status: Current -Active O
Date Formed: 3/14/2014
Citizenship: Domestic
Annual Report Due Date: April 15th
Registered Agent: Popkin, Jonathan
Addresses
Mailing
702 New Bridge St
Jacksonville, NC 28540-5432
Reg Mailing
702 New Bridge St
Jacksonville, NC 28540-5432
Company Officials
Principal Office
702 New Bridge St
Jacksonville, NC 28540-5432
Reg Office
702 New Bridge St
Jacksonville, NC 28540-5432
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Jonathan A Popkin
702 New Bridge St
Jacksonville NC 28540
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