WQ0040236_Application (FTSE)_20181001

Central Files: APS SWP
8/ 16/2 018
Permmit Number WQ0040236
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Major/Minor
Region
Mid Atlantic Commercial Development Private Pump Station
Minor
Wilmington
Location Address
County
Onslow
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Mid Atlantic Development LLC
52�4_�J
Non -Government
Owner Affiliation
Michael Jones
�V
112 Queens Creek
Rd
Dates/Events
Swansboro
NC 28584
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
8/16/2018
Regulated Activities
Requested /Received Events
Additional information requested
Additional information received
Outfai!
`+.<

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING —LAND PLANNING —MAPPING
P.O. BOX 1685
JACKSONVILLE, NC 28541
OFFICE: [phone] FAX: [phone]
E-MAIL: bettybgjlpnc.com
Or brianj cr jlpnc.com
TO: Dean Hunkele
N.C. Department of Environment
And Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATI
DATE:
Au u
Au uA 14, 2018
ATTE
ATTENTION:
Dean Hunkele
AUG � � 2018
Re:
Mid -Atlantic Development LLC
ll
operations Section
Wilmington Regional Office
COPIES DATE NUMBER DESCRIPTION
2 Fast -Track Applications for Sewer (Pump Station Only) /with Street
view map & Quad Ma
1 Check in the amount of $480.00 (PumpStation Only)
�S
REMARKS:
Ln
SIGNED: BettyBullock b "Ovt"(�-�---

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: W6s Q `3to be com leted b DWRpp( P Y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Mid -Atlantic Development, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: E:1 Individual Z Corporation El General Partnership Ej Privately -Owned Public Utilit
y
El Federal [:1 State/County ❑ Municipal ❑ Other
3. Signature authority's name: Micheal Jones per 15A NCAC -02 0106(l?)
Title: Mana er
4. Applicant's mailing address: 112 Queens Creek Road
City: Swansboro. State: NC Zip: 28584-
tY p
5. Applicant's contact information: AUG16 2018
Phone number. [phone] Email Address: sA
II. PROJECT INFORMATION:
1. Project name: Mid-Atlantic�evelopment Pump Station cemain a C 24 permitted under separate pew
2. Application/Project status: Z Proposed (New Permit) Ej 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: WQ00
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.42 33.° Longitude: -77.09 54'
5. Parcel ID (if applicable): PIN 535503144532
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David K. Newsom License Number: NC 18148
Firm: Crystal Coast En ineering, PA
Mailing address: 205-3 Ward Rd.
City: Swansboro State: NC Zip: 28584-
Phone number: [phone] Email Address: crystalcoastenggbizen .rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Swansboro WWTP Permit Number: W00023261
Owner Name: ONWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWT
1. Permit Number(s): WQ W C
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): ONWASA
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 EN/A
2. If the Applicant is a Developer of lots to be sold, has a Develoirer's Operational A:areement
(FORMbeen attached?
❑ Yes ❑No EN/A
3. If the Applicant is a Home/Property
Own€rs' Association, has an Operational .Agreement (FORM:: HOA,� been attached?
E]Yes ❑No EN/A
4. Origin of wastewater: (check all that
apply):
El Residential Owned
E Retail (stores, centers, malls)
El Car Wash
❑ Residential Leased
❑Retail with food preparation service
❑Hotel and/or Motels
❑ School /preschool /day care
El Medical /dental /veterinary facilities
[:1 Swimming Pool /Clubhouse
❑ Food and. drink facilities
❑Church
E:1 Swimming Pool/Filter Backwash
❑ Businesses /offices /factories
E:1 Nursing Home
El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
Industrial (See 15A 1+dCAC 02T .0103(�0�)
>-Is there a Pretreatment Program in effect? ❑Yes ❑ No
6. Hasa flow reduction been approved under. 1 SA NGAC 02T 1.0114(f) ? ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see'02T.0 1A )
Daily Design Flow b
No. of _SF
Flow
Unspecified (Future Shopping Center)
21500 gal/acre
6.00
159000 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
159000 GPD
a See 15A N-CAC 0ZT O11-4 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 aS;_4=2A4 ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table .l SA N CAC_ 02 011.4 ] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15,000 GPD (per 5A. ' CAC 02T 011.4 )
➢ 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) 02'Y :.035 & MDC (Grav:Ity =Sewers
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 28 DIP
➢ 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 (:Pn.-, nup Station.s/.F. rce Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Mid Atlantic Development Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.42 33.° Longitude: -77.09 53.°
3. Design flow of the pump station: 0.015 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 95 gallons per minute at 51 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4"
360
PVC
4"
50
DIP
6. Power reliability in accordance with 15A NCAC 02T 0:305(h) :
® 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-.030.5( & j
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
0 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 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 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
➢ 1.5A } ICAC 02T.`0305W contains alternatives where separations in 02T..0305( cannot be achieved.
"Stream Stream classifications can be identified using the Division's NC :Surface Water C1assFifrcatlans webp
➢ If noncompliance with 02T 0305Q) o see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes [:1 No
➢ 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 all setbacks found in the river basin rules per 15A NCAAC 02B 02009 ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A N � CAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401-& Buffer Perm. n ,.B. rrch
5. Does project comply with 15A ; ; CAC 02T 01) (additional permits/certifications)?
Yes ❑ No
Per I.SA NCAC 02T.010.5(cO), 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 15:AN-CAC 02T 040_2, "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
➢ 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?
E 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, 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 misdeme r, 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:
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, ffiew,6ellot MOOKC OR attest that this application for
J
(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:
Date: .— ? I8--t
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
of Mle-;ter R-esources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Mid -Atlantic Development LLC
Project Name for which flow is being requested: Mid -Atlantic Development LLC
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
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 #: WQ0023261
All f Zows are in MGD
c. WWTP facility's permitted flow .6
d. Estimated obligated flow not yet tributary to the WWTP .115
e. WWTP facility's actual avg. flow .3527
f. Total flow for this specific request .015
g. Total actual and obligated flows to the facility .483
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 Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
Watercrest
DC' .208 .083 .0107 .015 .026 .057
Halls
1.584 .633 .3527 .13 .483 .15
* The Firm Capacity of any pump station is defined as the maximum pumped now 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.
* * * 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):
Downstream Permit Number:
ONWASA
WQ36935MOD
Page 1.of 6
FTSE 04-16

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 indicates acceptance of this wastewater flow.
Vk CA14a
o •' • �-s S'o''-%�,
6111aoI6
ning Official Signature SEAL Date
043996
k1D M , IAO
�'f � 111111 t t 1,�
Page 2 of 6
FTSE 04-16

• 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 an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Mid -Atlantic Development, LLC
Information
SosId: 0483417
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 2/2/1999
Registered Agent: Martin, Rodney E
Addresses
Mailing
112 Queens Creek Rd.
Swansboro, NC 28584
Reg Mailing
112 Queens Creek Rd.
Swansboro, NC 28584
Company. Officials
Principal Office
112 Queens Creek Rd.
Swansboro, NC 28584
Reg Office
112 Queens Creek Rd.
Swansboro, NC 28584
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Manager
Michael Allen Jones Rodney E. Martin
PO Drawer 730 112 Queens Creek Road, Suite 1
Atlantic Beach NC 28512 Swansboro, NC 28584

SCALE 1:24000
0 1000 2000 3000 4000 5000 6000 700
FEET

Hunkele, Dean
From: Wynne Ray <[e-mail]>
Sent: Thursday, August 16, 2018 3:20 PM
To: Hunkele, Dean; David Mohr
Cc: Howard Resnik ([e-mail])
Subject: [External] RE: WQ0036935 Stevenson Chevy i.n Swansboro
Attachments: Certifications (Partial) - Sewer - Stevenson Chevrolet.p df
Dean,
I pulled the Stevenson file and see that you are correct. The manhole into which this new project will connect was
plugged because it was not left in a watertight condition. A note on the Engineer's Certification (attached) says "SSMH-6
will be temporarily plugged until watertight measures are installed and a final certification is provided." The cover
letter states this work will be completed when ONWASA requires the use of that manhole, which is now. I left a
message for Howard Resnik to discuss this and see if he can find. out when we may expect the owner to complete the
work so the Final Certification may be submitted. I have also copied him on this correspondence in case he receives
emails while he is out of the office.
Thank you for bringing this to our attention and we will hopefully be able to have this resolved soon.
�.ONWASA
e 94. gy
F eohn;ocl Operations Supervisor
Phone: ( 1 )937-7526
Fax: [phone]
Got new application for Mid -Atlantic and says subject project is the downstream. We don't show a Final on that one yet
— what's its status?
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004. Fax
[e-mail]
i