WQ0040194_Application (FTSE)_20180822

Central Fleas: APS SWID
8/1/2018
Permit Number WQ0040194
Permit Tracking Slip
Program Category
Status Project Type
Nbn-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 SWRulle
Facility Name
Oak Island Market Place Private Sewer
Location 'Address
Ownler
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name
Owner Type
HID Oak Island LLC Non -Government
Owner Affiliation
William D. Brown Jr.
5200 Roswell Rd
Dates/Events Atlanta GA 30342
Scheduled
Orig Issue App Received Draft Initiated. Issuance Public Notice Issue Effective Expiration
8/1/2018
Regulated Activities Requested /Received Events

FIM
LL1L�W
Transmittal
PROJECT: 14245 Oak Island NC Publix DATE: 7/31 /2018
SUBJECT: Oak Island Market Place Private Sewer Fast Track TRANSMITTAL ID: 00023
Application
PURPOSE: For your approval SENT VIA: Hand Delivered
4F
- — I Infer
TO: da
NAME EMAIL PI -ZONE __ 1
Dean Hunkele
North Carolina Dept. of Environmental Quality
y [e-mail]
127 Cardinal Drive Ext. 910-796-7380
Wilmington NC 28405 ' v
United States
FROM:
_NAMEEMAIL PHONE
Sue Zhou
Robertson Loia Roof, PC I
3460 Preston Ridge Rd. ' 770-674-2600 x
Suite 275 [e-mail] 117
Alpharetta GA 30005
j
i U n ited States j
REMARKS: Dean,
Enclosed please find a private sewer service to Oak Island Market Place
Shopping Center Fast Tack Application package for your use and approval.
Please let us know should you have any questions or need additional
information.
Thanks,
Sue Zhou
DESCRIPTION OF CONTENTS
QTY
DATED
TITLE
1
--
Set of Civil Drawings
1
--
Executed Fast Track Sewer Application Original
1
--
Copy of Executed Fast Track Sewer Application
2
--
Site Topo Map, Aerial Map, and Project Narrative
1
--
Check in An Amount of $480.00 Check No. 047083
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• 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
HP OAK ISLAND, LLC
Information
Sosld: 1485297
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 12/9/2015
State. of Incorporation:
GA
Registered Agent: Sheridan, Desmond G.
Addresses
Mailing Principal Office Reg Office
5200 Roswell Road 5200 Roswell Road 804 Green Valley Road, Suite 200
Atlanta, GA 30342-1915 Atlanta, GA 30342-1915 Greensboro, NC 27408-7044
Reg Mailing
804 Gfeen Valley Road, Suite 200
Greensboro, NC 27408-7044
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Chairman Chief Financial Officer
Jack N Halpern C. Alisa Loften
5200 Roswell Road 5200 Roswell Road
Atlanta GA 30342 Atlanta GA 30342

State of North Carolina
Department of Environmental Quality
Division of Water Resources
10VR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application11 Number: �JQ Qa of 1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: HP Oak Island, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: William D. Brown, Jr. per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 5200 Roswell Road
City: Atlanta State: GA Zip: 30342-
5. Applicant's contact information:
Phone number: [phone] Email Address: BBROWN&HALPERNENT.COM
II. PROJECT INFORMATION:
1. Project name: Oak Island Market Place
❑ Privately -Owned Public Utility
0 Other
s�^,
IMF
Z? i
AUG 01 2018
2. Application/Project status: Z 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: WQ00
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9123' Longitude:-78.1121 °
5. Parcel ID (if applicable): 249DIO18
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: L. Taylor Robertson License Number: 9972
Firm: Robertson Loia Roof, PC
Mailing address: 3460 Preston Ridge Road, Suite 275
City: Alpharetta State: GA Zip: 30005-
Phone number: [phone] Email Address: trobertsongrlrpc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Regional Wastewater Treatment Plant Permit Number: WQ0023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbers : W T Downstream Receivin Sewer Size: 6 inch �V`a�
() Q ( g) — 3 q
System Wide Collection System Permit Number(s) (if applicable): WQCS00334
Owner Name(s): Town of Oak Island
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 A
rg eement (FORM: DEV) 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 F]No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
Z 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
El Swimming Pool /Clubhouse
❑ Food and drink facilities
[:] Church
❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
El Nursing Home
[:] Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
Industrial (See 15A NCAC 02T.0103(20))
I >-.Is there a Pretreatment Program in effect? [—]Yes Z No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes Z 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 a,b
No. of Units
Flow
Grocery Store
130 gal/1,000
289800 S.F.
39744 GPD
Shops A
130 gal/1,000
59600 S.F.
728 GPD
Restaurants
40 gal/Seat
100 Seats
49000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
89472 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: 8,472 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
Z Flow has already been allocated in Permit Number: WQCS00334
❑ Rehabilitation or replacement of existing sewer with no new flow expected
[:] Other (Explain): The flow for this project is within permit WQCS000334, this area was original designed for 33 (3)
bedroom single family residence. (11,800 gpd) The balance of this flow between the original design and this modification
will be retained by the Town. A service will be provided for this project which will accomidate the requested flow. The Town
will install a dual buffer tank which will have redundancy built into it to provide the applicant service.
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
6 375 DIP & PVC SDR 26
➢ 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: 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 permitted (for this Pump Station):
Size (inches) I Length (feet) I 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 4 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 & (g) El Yes ❑ No
➢ 1 SA NCAC 02T_0305(f) contains minimum separations that shall be nrovided 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-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 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 requirements for wetlands? (50 feet of separation) N Yes [:1 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? [:1 Yes [:] No Z 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 N No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? N 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.
E]Yes N 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 5 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 versionZ and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
ED 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:
attest that this application for
sional 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
....................... ...4SO41 1441ft ................................%
#4,6
Z/Zt 1t°6
4
0 � T
I, ��% 1 � 6 �ew, , � iAr5 � attest that this application for
(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:
FORM: FTA 04-16 Page 5 of 5

b
Oak Island Market Place Project Narrative for Sanitary Sewer Services
The project is located on the south side of East Oak Island Drive between SE 50th Street and SE 52nd
Street, and bounded by East Pelican Drive on the south. The site is in the Town of Oak Island, Brunswick
County, North Carolina.
Currently the site is a vacant predeveloped residential site with underground utilities and driveways. All
existing structures and driveways, and existing water and sanitary sewer services will be disconnected
and removed.
A shopping center including a grocery store with a square footage of approximate 28,800, one shops
buildings totaling of approximate 7,000, and a wet storm water detention pond are proposed.
This shopping center will be serviced by a private gravity sewage collection system. This private sewer
system will run into a new dual buffer tank which is designed by Airvac / Town of Oak Island. The new
6" vacuum line which exits from the new buffer tank will be connected to the Town's vacuum main on E.
Pelican Drive.
Our application only covers the 6" gravity sere lines starting from the new buffer tank upstream to the
grocery store and the shops. There will be total of approximately 375 LF of 6" private gravity sewer
service lines under this application.
Proposed waste water design flow calculations are listed below (per 15A NCAC 02T.0114 (f)):
1. Grocery Store = 130 Gal/1,000 S.f. x 28,800 s.f. = 3,744 Gal.
2. Shops A = 130 Gal/1,000 S.f. x 5,600 s.f. = 728 Gal.
3. Restaurants = 40 gal/Seat x 100 Seats = 4,000 Gal.
Total proposed estimate flow for this shopping center = 8,472 Gal.(+/-)

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