WQ0041193_Application (FTSE)_20191105

Permit Number W00041193
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Aaronfield at Old Folkstone Apartments Private Sewer
Location Address
Owner
Central Files. APS _ SWP
9/23/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Aaronfield at Old Folkstone LLC Non -Government
Owner Affiliation
Stephen D. Brock
PO Box 787
DatesiEvents Arnold MD 21012078
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/20/2019
Regulated Activities Requested /Received Events
Additional Information requested
Additional information received

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: IMXQ6—1 Lk t3 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Aaronfield at Old Folkston. 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: Kent Place Holdings. LLC, by Stephen D. Brock, Member per 15A NCAC 02T .0106(b)
Title: Member
4. Applicant's mailing address: PO Box 787
City: Arnold State: MD Zip: 21409-
5. Applicant's contact information:
Phone number: 336 813-3697 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Aaronfield at Old Folkston
2. Application/Project status: ® Proposed (New Permit) ❑ 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: W000_
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.526°Longitude:-77,442'
5. Parcel ID (if applicable): 164919
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David L. Menus License Number: 35677
Firm: Stroud Engineering, PA.
Mailing address: 102 D Cinema Drive
City: Wilmington
Phone number: 910) 815-0775
State: NC Zip: 28403-.
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Pluris North Topsail W WTP
Owner Name: Pluris, LLC
Permit Number:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. PermitNumber(s): WQ r prsf%t ^9 Downstream (Receiving) Sewer Size: 3 inch t. W14 `1 -
System Wide Collection System Permit Number(s) (if applicable): WQCS W
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: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: FICA) 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(f)? ®Yes ❑ 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 s.b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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
8
1040
PVC
8
60
DIP
➢ Section fl & 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: Longitude: - °
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 pennitted (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 Navel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACI{S & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f] & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systems:
❑ 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 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(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requh ements for wetlands? (50 feet of separation) ❑ Yes ® No
➢ Seethe 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 hi the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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
➢ hnformation can be obtained from the 401 & Buffer Permitting Branch
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 streanrbanks 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 MInInlLlln Design Criteria for the Peimitlinf" 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 supportin
documents.
2. Professional Engineer's Certification:
I, David
(Professional Engineer's name
Item III.
that this application for
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 143-215.613, 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, and date: ���\�N C ARO
O,y9 � Y
} ;4 SEAL r
r 36677
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Stephen D. Brock, Managing Member, Kent Place Holdings, LLC,
1, Managing Member, Aaronfleld at Old Folkstone, LLC
(Signature Authority's name & title from Application Item I.3)
;st 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: �� t
FORM: FTA 04-16 Page 5 of 5

• 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
Aaronfield at Old Folkstone, LLC
Information
Sosld: 1739731
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 8/16/2018
Registered Agent: Blanco Tackabery & Matamoros, P.A.
Addresses
Reg Office Reg Mailing
110 South Stratford Road-5th Floor 110 South Stratford Road-5th Floor
Winston Salem, NC 27104
Mailing
Post Office Box 787
Arnold, MD 21012
Company Officials
Winston Salem, NC 27104
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Kent Place Holdings, LLC
893 Holly Dr W
Annapolis MD 21409
Principal Office
893 Holly Dr W
Annapolis, MD 21409

9/20/2019
Project Narrative
Aaronfield at Old Folkstone
905 Old Folkstone Road
Sneads Ferry, NC 28460
The 8.02 acre project area is located 0.40 miles west the intersection of SR 1518 (Old Folkstone Road) and NC 210
in an unincorporated portion of Onslow County, NC. The Developer intends to build a mix of 1, 2, and 3 bedroom
apartment units. The site is zoned R-5. Proposed improvements are consistent with this zoning
The site is presently vacant and is vegetated with a stand of typically 10" - 20" pine trees. The site drains to a ditch
that generally forms the western boundary of the project.
Access to the site is proposed by a single full -movement driveway off of Old Folkstone Road. Internal drive aisle
widths are sufficient to allow fire apparatus access and a hammerhead turnaround is provided. The drive aisle
pavement section is to be constructed to NCDOT standards.
Water and sewer mains will be extended through the project by tapping an existing ONWASA water main and an
existing Pluris force main in Old Folkstone Road. A 6" public water main capable of supporting fire hydrants will be
extended through the project. The project will be sewered by a private 8" gravity sewer system that drains to a
private duplex grinder pump station.
There are 80 proposed apartments units consisting of (18) 1 bedroom units, (38) 2 bedroom units, and (24) 3
bedroom units. The maximum water demand is calculated as 400 GPD per unit = 32,000 GPD. The average daily
sewer flow is calculated as 160 GPD per 1 or 2 bedroom unit and 240 GPD per 3 bedroom unit = 14,720 GPD.
Clubhouse use is limited to apartment residents and guests and flow for this facility is included with the above
described allocations. Portions of the proposed sewer between SSMH 1 and SSMH 2 are located within 50' of
wetlands. This leg of sewer shall be constructed of materials meeting water main standards (AWWA C900 DR 21
PVC).
The gravity sewer system is to be permitted as private in the name of the developer, who will retain ownership
and maintenance of the units and supporting infrastructure. The pump station and force main are to be permitted
as public and will be owned and maintained by Pluris, LLC. The flow associated with the project is allocated to the
public permit application.
Stormwater runoff from all BUA will be collected and conveyed to 1 of 3 NCDEQ wet ponds designed to treat and
release the 1.5" storm in 2-5 days. This NCDEQ treatment volume is released at a rate that does not exceed the 1
year, 24 hour predevelopment runoff rate. Runoff in excess of the NCDEQ design storm up to the 10 year storm is
detained and released at a non -erosive rate.
Erosion control is accomplished through the temporary use of a gravel construction entrance, silt fence, and
hardware cloth and gravel inlet protection. The stormwater pond will be used as a skimmer basin during site
construction and will be converted to a stormwater basin once the site is stabilized. Riprap aprons will be installed
and left in place at all pipe outlets.

Google Maps 34031'33.6"N 77026'31.2"W
5.
s
s
g`S
z Food Leon 9 Tsunami Surf Shop
Shark Attack Q (j
e� O'eaAwa.o 4r _ OItl FOIkEIOne fltl ISIB
e 9 n
I_e OLl feyrzleiis RE 1518 UYtlFo4slanl Rd CVS9
a 'Em R wings
North Topsail Shores © _
Baptist Church T opsail snore_ Inn
C
Sneads Ferry
Branch Library
sere
Makin waves 4
Rick Restaurantp
B Sports Bar
Google
Map data©2019 500ftr
9/23/2019