WQ0040774_Application (FTSE)_20210520

Permit Number WQ0040774
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
13,625
Facility
Facility Name
Sea Breeze RV Park Private Pump Station & Sewer
Location Address
Owner
Owner Name
All -In LLC
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
5/14/2019 4/30/2021
Regulated Activities
Domestic.. other
Office
Swimming pool backwash
Trailer park
Wastewater
Outfall
Waterbody

lbasin

NOMS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr., Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T.Jason Clark, P.E.
April 27, 2021
Dean Hunkele
NCDEQ —Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
1429 AshLittleRiver Road
.ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.I.
ECEIVEQ
APR 3 0 2021
8Y:
Re: Private Gravity Sewer Extension Fast -Track Permit Application Modification
Sea Breeze RV Park Permit No. WQ0040774
Brunswick County, NC
N&T Project No. 18032
Dear Mr. Hunkele,
The permit is being modified to reflect the changes due to a request in flow reduction from the
permitted 13,625 GPD to 12,950 GPD.
Enclosed please find a check in the amount of $480.00 (Sea Breeze Campground, LLC Check
No. 1142) for the processing fee, copy of Permit WQ0040774 issued November 10, 2020,
Original Fast Track Sewer Extension Application, Sewer Narrative, one (1) 8'/2 x 11 color USGS
Topographic Maps.
We anticipate the flow reduction approval and will forward the FTSE Form upon receipt.
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, .C.
&nosures
Norris, P.E
18032 04-27-21 state fast track swr Itr (private)
ammv Varnam
NCBELS License C-3641

SEWER NARRATIVE
SEA BREEZE RV PARK
Holden Beach, Brunswick County
For
All -In, LLC
1574 Monster Buck Estates
Supply, NC 28462
910-443-4245
April 2021
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. 18032

NARRATIVE
SEA BREEZE RV PARK
PRIVATE SEWER
SEWER SYSTEM:
The private sewer system is permitted under WQ0040774. The modification is being
proposed to request a flow reduction from the permitted 500 gal/machine to a 275
gal/machine.
This reduction is based off the actual water consumption and cycles per day for this
project based on the type of machines to be used. This project was permitted with 3
self-service laundry machines at 500 gal/machine. The owner has selected the Huebsch
vended stack washer -dryer model HTEBC. The cycle time from the manufacturer is 30
min and the water consumption is 13.68 gal/cycle from the spec sheet attached.
Assuming running non-stop, a 10 hr day, and 2 cycles per hour that would give the
following:
10 hr / 30 min = 20 cycles / day
20 cycles/day x 13.68 gal/cycle = 275 gal/day
Base on this information the total flow will decrease from 13, 625 GPD to 12,950 GPD.

' 863 State of North Carolina
nWR 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: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: All -In, 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: Samuel Vamam per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 1574 Monster Buck Estates
City: Supply State: NC Zip: 28462-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Sea Breeze RV Park
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040774 and issued date: 05- -
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9398' Longitude:-78.2983'
5. Parcel ID (if applicable): 21500063
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Phillip Norris License Number: 11966
Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing address: 1429 Ash -Little River Rd
City: Ash State: NC Zip: 28420-
Phone number: 910 287-5900 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: West Brunswick WWRF Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00029934 Downstream (Receiving) Sewer Size: 18 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick Coon y
FORM: FTA 04-16 Page 1 of 5

Vl. 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 Aereement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Pro eea Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No MN/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.01140
Daily Design Flow' b
No. of Units
Flow
campground with water & sewer hook ups
100 gal/campsite
121
12,100 GPD
(with associated bathrooms/pool area)
gal/
GPD
General business and office facilities
25 gal/employee/shift
1
25 GPD
Self Service laundry facilities
275 gal/machnie
3
825 GPD
gal/
GPD
gal/
GPD
Total
12,950 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 .0I 14(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: 12950 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (incbes) Length (feet) Material
6" 3,682 PVC
➢ 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
VIAL 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: 33.9377' Longitude:-78.2994'
3. Design flow of the pump station: 0.1152 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 115.62 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
1197
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)(13):
➢ 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(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided 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-1 or WS-V), B, SA, ORW, HOW, 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(8 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 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.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 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 Application and supporting documents.
2. Professional Engineer's
1, �0;7,12 AJDY��J attest that this application for
ofessional Engineer' name fro ppli ation Item III.1.)
� 2� t/CG c i//,Vom.
has een reviewe y me an is accurate, comple a and c nsistent 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
t Uduu
41! �
:nSy �'vc. INF, P"OQQ'
attest that this application for
and 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: Kial" / G44" Date: 4'-4g 6 _ 07 l
FORM: FTA 04-16 Page 5 of 5

ROY COOPER
governor
DIONNE DEW-GATTI
Secretary
S. DAMEL SMITH
Director
Samuel Varnam, Manager
All -In LLC
1574 Monster Buck Estates
Supply, INC 28462
NORTH Y&O MWIWQualify
May 17, 2021
Subject: Flow Reduction Request Approval
Sea Breeze RV Park Private Pump Station & Sewer
Permit No. WQ0040774
Brunswick County
Dear Permittee:
Per the proposed water use data based on the usage of Huebsch stacked washer -dryers as well as the historical
data from a comparable facility as provided by Norris & Tunstall Consulting Engineers, PC, the Division of Water
Resources hereby approves the use of a 275 GPD design flow for each washing machine located at the Sea Breeze
RV Park in Brunswick County. Please note that approval of this flow reduction does not constitute a modification to
the previously issued permit (WQ0040774 - issued November 10, 2020) with an approved flow of 500 GPD per
washing machine.
Regardless of the design daily wastewater flow rate at no time shall the wastewater flows exceed the effluent
limits defined in the permit for the treatment facility or exceed the capacity of the sewers downstream of any new
sewer extension or service connection(s).
This action does not prohibit the Division from reopening, revoking, reissuing and/or modifying the flow reduction
as allowed by the laws, rules, and regulations contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to
address changes in State and/or Federal regulations with respect to wastewater collection systems, protection of
surface waters and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E., at Christyn.Fertenbaugh@ncdenr, gov.
Sincerely,
EDocuSigned by
Gwvis��'L t1`9+�Np.z�-
99AE F363909A40E_.
for S. Daniel Smith
Director, Division of Water Resources
by Christyn L. Fertenbaugh, P.E.
Municipal Permitting Unit, Division of Water Resources, NCDEQ
Cc: Phil Norris, P.E., Norris & Tunstall Consulting Engineers PC ([e-mail])
Wilmington Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
•D North Caroline Department of Environmental Quality I Division of Water Resources
SU North Sallsbmi, Street ( 1617 Mail Scrvkc Center I Raleigh, North Carolina 27699-1617
..0 919.707.9000