WQ0028587_Application (FTSE)_20220104

Permit Number WQ0028587
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
tyler.benson
Coastal SWRuIe
Permitted Flow
767,450
Central Files: APS _ SWP
11/19/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
Z19
Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
Brunswick Forest Collection System Minor Wilmington
Location Address
Owner
Owner Name
Brunswick Regional Water and Sewer H2go
Dates/Events
County
Brunswick
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Leland INC 2845122:
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/24/2005 11/19/2021
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010-
Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
L Applicant's name: H2GO Brunswick Regional Water and Sewer (company, municipality, HOA, utility, etc.)
2. Applicant type: [—]Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal N Other
3. Signature authority's name: Bob Walker per 15A NCAC 02T .0106(bl
Title: Executive Director
4. Applicant's mailing address: P.O. BOX 2230
City: Leland State: NC Zip: 28451-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT INFORMATION: ag�grl
1. Project name: Brunswick Forest Phase 8 Section 3 and Kay Todd Extensw
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: W00028587
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.17660 Longitude:-78.0453'
5. Parcel ID (if applicable): _
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Adam H. Grady PE License Number: 43166
Firm: Hanover Design Services, PA
Mailing address: 1123 Floral Parkway
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Regional WWTF Permit Number: NCO086819
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00028587 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 002-02,
Owner Name(s): 112GO Brunswick Regional Water and Sewer
FORM: FTA 04-16 Page I of 5

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
November 17, 2021
Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Brunswick Forest, Phase 8 Section 3 and Kay Todd Extension
New submittal
Town of Leland
Brunswick County
Dean:
Enclosed please find the sewer submittal package for the above -mentioned
project which is to include:
• Fast Track Sewer Application and one additional copy
• A check for $480
• 1- Sewer system Location Map
• Flow Tracking/Acceptance for Sewer Extension Application and one
additional copy
• 1- Sanitary Sewer Collection System Design Specifications
• Project Narrative
If you have any questions or comments, please feel free to contact me. Thanks.
Sincerely,
Adam Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
RECEIVED/NCDENR/DWR
NOV 172021
Water QuW'
ry Regb w
ns Wilmer nR��i Office
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

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 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(f)? ®Yes ❑ No
➢ If yes, provide a COPY of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see O2T.0114(f) I Daily Design Flow',n INo. of Unitsl Flow
Residential 1 210 gal/day 1 58 1 12,180 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,180 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: l2 l80 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: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T s0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,742 C900 (DR18)
➢ 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 ►i/A
I. 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) 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)(l)(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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
N 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-1 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, 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
IO feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(el contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(fl or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) N Yes ❑ 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 NCAC 02B .0200? N Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? N 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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
N Yes ❑ No
Per 15A NCAC 02T.0105(cl(61, 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 N 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?
® 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 swivortine documents
2. Professional Engineer's Certification:
Adam H. Grady attest that this application for
(Professional Engineer's name from Application Item Ill.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: ' ���v�NCARO?///
-S S/O -. J, , �
o by 9
a SEAL �: =
)3166
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Bob Walker, Executive Director 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: // - 16 _ r7- 1
FORM: FTA 04-16 Page 5 of 5

DkWon of Woer Rcsooruvv
Entity Requesting Allocation: Brunswick
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(vfSE 10-18)
Water & Sewer
Project Name for which flow is being requested: Brunswick Forest Ph8 See 3 Kay Todd
More than one F7SE nury he 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. low.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Northeast Brunswick Regional WWTO
b. WWTP Facility Permit #: NCO086819
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
.012180
11. 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) (6) (C) (D)=(B+C) (E)=(A-D)
Design
Average Obligated,
Pump Pump Daily Approx. Not Yet Total Current
Station Station Firm Flow** Current Tributary Flow Plus
(Name or Permit Capacity, " (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
#84 WQ0028587 .260 .105 .180 .083 .263 -.003
483 WQ0028587 .648 .259 .0042 .0962 .1004 .159
474 WQ0028587 1.340 .536 .180 .326 .506 .030
#66 WQ0018449 .353 .141 .030 .108 .139 .002
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 firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Mininmmm Design Criteria.
*** A Planning Assessment Addendum shall be attached for each punrp station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Brunswick Regional Water Sewer
Downstream Permit Number: WQ0028587
Page 1 of 6
FTSE 10-18

M. Certification Statement
1 Hob Walker certify to the best of my knowledge that the addition of
the volume of��astcwater 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 in cause any capacity
related sanitar}+ 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 politics and procedures using the best available data. This certification applies to
those items listed above in Sections I and 11 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.
Signing O icial Signature // Date
------------
eCcc. �U2��ree.�v,r
Title of Signing Official
Page 2 of 6
FTSE 10-18

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
Project Narrative
This project is located just north of the Brunswick Forest Parkway Traffic Circle.
The purpose of this project is to extend the existing gravity sewer main along Kay
Todd Road to serve Phase 8 Section 3, a 58-lot subdivision located in Brunswick
Forest. A total of 3,742' of 8" gravity sewer will be extended with a requested
total flow of 12,180 GPD. This project is part of an overall master permit
W00028587. The sewer will outfall to an existing Manhole located on Kay Todd
Road just north of the traffic circle that flows to 1-12G0 Pump Station #84.
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9f0) 343-9941
Business Firm License No. C-0597

8/31/2021
PHASE 8 SECTION 3
PROJECT
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IRMENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 19, 2009
T. Carter Hubard, P.E,
W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
Subject: Northeast Brunswick Regional WWTP
Flow Reduction Request
Brunswick County
Dear Mr. Hubard:
W X DICKSON
OCT 2 6 2009
IE,ECEIVED
On August 20, 2009, the Pretreatment, Emergency Response and Collection Systems (PERCS) Unit
received a flow reduction request for connections to the Northeast Brunswick Regional WWTP. The letter
requests an allowable flow rate of 70 GPD per bedroom based on the evaluated data from the WWTP and water
usage data. Additional information regarding flow calibration and the age of the system was received on
October 16, 2009.
The DMR data from the Northeast Regional WWTP (NC0086819) and the Belville WWTP
(NC0075540) from February 2008 through February 2009 was analyzed by PERCS Unit staff, along with water
usage data from the Town of Leland, the Town of Navassa, H200 and Leland Industrial Park, as well as inflow
and infiltration data. The highest usage month was November 2008 for the Northeast Regional WWTP.
Based on the data, the Division hereby grants a re tion in flow to ZO gpd/bedroom (minimum of 140
gpd for 1 and 2 bedroom residences) for sewer extension permits issued tributary to the Northeast Regional
WWTP.
Regardless of the adjusted design daily wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connection(s)
If you have any questions or comments regarding this matter, please contact Sarah Morrison at (919)
807-6310, email [[e-mail]] or Deborah Gore, Unit Supervisor at [phone], email
[[e-mail]].
Sincerely,n.
cc: Dean Hunkele, Wilmington Regional Office (via email) pvColeen H. Sullins.
Lamont Allen, Wilmington Regional Office (via email)
NPDES Unit, Permit File NCO86819
PERCS Flow Reduction File
1617 Mail Service Center, Relel h, Norlh Carolina 276994617
Location:512 N. Salisbury St. Rale�h, North Carolina 27604 One
Phone: [phone] FAX: [phone]PERCSUnit FAX: [phone]Customer Service: 1-877-623-6748 N1qorthCaro1ina
Internet: woMwateroualitvora PERCS Unll:MQ&20.enrelatencuslPERCS a'1���y,I,
An Equal Opportunity tAffirmauve Acllon Employer �V I `l

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: _ Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Brunswick Forest Phase 8 Section 3
More than one FTSE nuty be required for a single project if the owner of the WWTP is not responsible for all ptunp
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: NORTHEAST BRUNSWICK REGIONAL WWTF
b. WWTP Facility Permit #: WQ 0086819
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
2.475
1.444
2.296
0.012180
3.750
152%
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
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Finn Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm / pfl,
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
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 firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Brunswick Regional Water and Sewer
Downstream Permit Number: W00028587
Page 1 of 6
FTCF 10-1 R