WQ0016854_Application (FTSE)_20210715

Permit Number WQ0016854
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
563,240
Facility
Central Files: APS _ SWP
5/6/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
D Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sanitary District Sewer Expansion Sections 1-5 Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Brunswick Regional Water and Sewer H2go
DateslEvents
Owner Type
Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Leland NC 2845122_
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice
((� Issue Effective f1 !Expiration
5/31/2002 5i3/2021

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
I5A 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: Brunswick Regional Water and Sewer H2GO (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: J. Scott Lewis per 15A NCAC 02T .0106(b)
Title: Engineering and Compliance
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: slewisgh2goonline.com
It. PROJECT INFORMATION:
I. Project name: South Lanvale Lift Station Flow Increase
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00016854 and issued date: 6/25/18 V
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: 34.230789' Longitude:-78.056342'
5. Parcel ID (if applicable): 218711562333
(or Parcel ID to closest downstream sewer)
❑1. CONSULTANT INFORMATION:
1. Professional Engineer: Peter W. Galan License Number: 049347
Firm: The Wooten Company
Mailing address: 120 N. Boylan Ave.
City: Raleigh State: NC Zip: 27603-
Phone number: (919) VII-0531 Email Address: pgalangthewootencom aanny.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Regional W WTP Permit Number: NCO086819
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00016854(M) Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00202
Owner Name(s): BRWS H2GO
FORM: ETA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. 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: 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. Has a 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(t))
Daily Design Flow °"
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 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.0I NJ 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: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section 11 & 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
VI11. 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: South Lanvale Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.230789' Longitude:-78.056342'
3. Design flow of the pump station: 0.36 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 250 gallons per minute at 37 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)(l):
® 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(t)):
Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (g) ® Yes [-]No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided 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-1 waters of Class 1 or
Class 11 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
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) 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 (a), 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 Permittine 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 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

( ERTIFICATIONSr
I Does the .submit(ed system coutply rd uh 15A NCAC 03_I', the hiininmm 120 Criteria for l _t <nnittin -F umpStationc
ana I,rt e \1;tins tluc t_yersion) and the Ur),ittSewer Minimum [)ern Criteria(latest _version ]a.applicable°
M Yes 1_1 No
It No, complete and submit the Variance/Allernative Design Request application (VADC 10-14) and supporting documents
kn review. Apr(�ruyxl of the rctgncst is required prior to submittal of the Fast'I7ack Application and sturortin
documents.
2. Profcssionall?ngince'sCertification:
Vf't l U. _ .___attest Ihnt tliis application far
(Professional Engineer's name IYmn Applicatitt Item 111.1.)
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 aatcm 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
perntittiiw of Pump Stations anti 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 havejudged 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: \\tatI1I11 /J JJJ
CAI?
00
$€A r;
49347
�'�i�FR GP\Ps•�__ ___
rJ/iJnw.t Ittt\\`�
3. Applicant's Certification per 15A NCAC 02T.0106(b):
,_JGcJif ix attest that this application for
(Signature Authority's Mille & titlb from Application Item 1.3.)
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. t 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 pennil 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 I43-215.6.A 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:1 _ Date: `I'AV2j___
FORM: FTA 04-16 Page 5 of 5

PROJECT NARRATIVE
SOUTH LANVALE LIFT STATION FLOW INCREASE
BRUNSWICK REGIONAL WATER AND SEWER AUTHORITY
BRUNSWICK COUNTY, NORTH CAROLINA
PROJECT DESCRIPTION
This project proposes to increase the permitted flow at the South Lanvale Lift Station, a lift station owned
and operated by Brunswick Regional H2GO. This lift station is located in the town of Leland in
Brunswick County, North Carolina. The station has seen pumped flows higher than what is currently
permitted, and with moderate growth expected in the area tributary to this lift station, H2GO is requesting
to increase the permitted flow for this lift station to be proactive.
Based on the information currently known, this pump station is rated at 180 gallons per minute (GPM).
The permit for the collection system and pump stations in proximity to this station, including this station,
was initially acquired in August 2003, as Permit No. W00016854. Multiple permit modifications have
been accepted since. At this time, based on the current operating conditions and projected development in
this area, the permitted flow is too low. Accordingly, Brunswick Regional H2GO is requesting to increase
the South Lanvale Lift Station's permitted flow to 250 GPM. Note that this development is classified as
future flow, so no new wastewater is being generated by this project (questions 7 and 8 in section V1 of
the Fast Track Sewer System Extension Application). Note also that the lift station will utilize the existing
force main, so no new force main is being installed as part of this project.
The table below compares the existing conditions to the proposed conditions upon permit modification
approval. No other operational changes are requested as a part of this permit modification. As stated
above, there will be no new flow or redirected flow associated with this project. The existing force main
will continue to be used to transmit flow.
South Lanvale Lift Station Pump Inforniation:
Current Permitted Flowrate
180 GPM
Requested Permitted Flow Rate
250 GPM
Proposed Operating Point
250 GPM at 37' TDH

North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number: W00016854 Version: 1.3 Issued Date: 6/25/2018
Permit Type: Gravity Sewer Extension Pump Stations. & Pressure Sewer Extensions
Facility Name: Sanitary District Sewer Expansion Sections 1-5
Facility County: Brunswick Latitude: Longitude:
Facility Region: Wilmington
Owner Information Details:
Submit a Permit Ownership / Name Change form to DWR to make any changes to this Owner information.
Note that the owner is the legally responsible entity. (Click Here for "PermitOwnershia/Name Change"Form)
Owner Name: Brunswick Regional Water and Sewer H2go
Owner Affiliation: Robert Walker Title: Executive Director
Addressl: PO Box 2230
Address2:
City, State & Zip: Leland, NC 28451-2230
Work Phone: [phone] Ext. 106 Fax: [phone]
Email Address: bwalker(a)h2goonline com
Permit Engineer/Environmental Consultant
Name Oroanization Name Phone Email
Robert E Tucker East Coast Engineering 910-754-8029 [e-mail]
Permit Events
Event Description Date Comment
Permit issued 6/25/2018 470gallon per minute pump station with duplex pumps, on -site audible and visual
high water alarms, telemetry, on -site generator with automatic transfer switch
with approximately 4,877 linear feet of existing 8-inch force main to serve
wastewater Flows tributary to Section 2 as part of the Sanitary District Sewer
Sections 1-5 Phase 2 project, and no additional discharge
Permit Comments (including all prior versions)
Date
Comment Text
Versior
6/28/2018
6-25-18 modification removes Pump Station 11 from Section 4 and will place it on W00040039 as the flow is being
1.30
reversed and will now be treated at the Belville WWTP and it will increase its capacity from 180-gom to 450-gpm
12/22/2009
Previous Owner - North Brunswick Sanitary District
1.20
11/4/2009
11-6-09 This modification is for the upgrade of the existing Lincoln School pumping station from 315 gpm to 470
1.20
gpm and to incorporate Permittee name change.
12/22/2009
Previous Owner - North Brunswick Sanitary District
1.10
11/17/2009
Phase 2 within Section 3 permitted via Fast Track through WIRO for line already installed. New flow = 15,840 gpd
1.10
to NE Regional
12/22/2009
Previous Owner - North Brunswick Sanitary District
1.00
8/26/2003
Permit issued by Construction Grants & Loans Section, funded by High Unit Cost Grant E-SRG-T-99-0057. This
1.00
sewer collection permit is broken into 5 Sections.
Sections 1-4 collect and transport 486,850 gpd to the Northeast Brunswick WWTP (NC0086819) sewer system.
Section 5 collects and transports 60,550 gpd to the Town of Belville WWTP (NC0075540) sewer system.
NOTE: Receipt of an Engineering Certification (Partial and/or Final) is required prior to operation of the facility.
4/30/2021 Page i

South Lanvale Lift Station Flow Increase
Permit Modification Application
Submitted by The Wooten Company
On Behalf of Brunswick Regional Water and Sewer
H2GO
Scale - 1" = 2000'
�gt[U•geoi:
St�OVERR DR

Hunkele, Dean
From: Peter Galan <[e-mail]>
Sent: Tuesday, July 13, 2021 3:25 PM
To: Hunkele, Dean; Scott Lewis
Cc: Walker, Bob; Russ Lane; Dave Malinauskas
Subject: RE: [External] RE: ADD INFO: WQ0016854 South Lanvale PS
Attachments: Updated210713_H2G0_LFSTINFO.xlsx
CAUTION: External email, Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good afternoon Dean,
We have gotten to the bottom of it in terms of understanding what has happened with the permit numbers over
time. Long story short is that a previous H2GO staff member changed the names of the numbered pump
stations to fit his desired order, rather than putting the correctly -named station with the number it reflects in the
permit. Scott did some digging and has now reassociated the names of each station with the station numbers
and flows/force mains/etc on the permit.
To that end, we have prepared a spreadsheet to show the State what numbered station has what name. This
way if someone outside of the parties involved here requests to see the flow of, say, the Holly Hills PS, both
1­12GO and the State will know that it is Station #4 being discussed.
To finalize this request in particular, Scott has determined that the South Lanvale PS is Station #10. Please
modify the permitted flow on Station #10 from 180 gpm to 250 gpm.
Please let us know if you have any questions or concerns as you review!
Thanks,
Peter Galan, PE
Project Engineer
[phone] x840 • Office
[phone] • Fax
120 N. Boylan Ave.
Raleigh, NC 27603
Wooten
From: Hunkele, Dean <[e-mail]>
Sent: Thursday, July 1, 202112:41 PM
To: Peter Galan <[e-mail]>; Scott Lewis <[e-mail]>
Cc: Walker, Bob <[e-mail]>; Russ Lane <[e-mail]>; Dave Malinauskas
<[e-mail]>
Subject: RE: [External] RE: ADD INFO: WQ0016854 South Lanvale PS
Importance: High
Well it's been almost a month and haven't heard nor seen anything new on this matter. Please advise by July 1411 to
avoid a return of application as incomplete.

Brunswick Regional Water & Sewer H2GO Lift Stations and Numbers
1-12GO LIFT
STATION #
LIFT STATION NAME
Permitted
Flow Rate
(GPM)
1
VILLAGE ROAD
480
2
APPLETON
80
3
STURGEON
80
4
HOLLY HILLS
180
5
SUE CIRCLE
80
6
WAYNE
80
7
LINCOLN SCHOOL
470
8
OLD MILL
180
9
NORTH LANVALE
180
10
SOUTH LANVALE
250*
14m�
ninIANVAIF
14e
12
OLD FAYETTEVILLE
315
13
CREEKSIDE
80
14
CROFTERS
80
15
S. OLD TOWN
180
16
N. OLD TOWN
80