WQ0040528_Application (FTSE)_20190115

Central Files. APS SWP
12/13/2018
Permit Number WQ004O528
Permit Tracking Slip
Program Category
Status Project Type
Non -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 SWRule
Permitted Flow
Facility
Facility Flame Major/Minor Region
Leach Street Pump Station Capacity Expansion Minor Wilmington
Location Address County
38 Leach St Columbus
Facility Contact Affiliation
Brunswick NC 28424
Owner
Owner Name Owner Type
Town of Brunswick Government - Municipal
Owner Affiliation
Nancy Hill
PO Box 68
Dates/Events Brunswick NC 28424006

THE INC.
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ENGINEERING AND DESIGN
708 Abner Phillips Road
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Firm License No. C-4438
December 11, 2018
Dean Hunkele
NCDEQ-Dept. of Water Quality
Wilmington Regional Office
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Ref: Town of Brunswick
Sewer Force Main Permit Application
Dear Dean,
Please find all necessary documents for the application of Sewer Permit for a force main
replacement for the Town of Brunswick. This application will consist of the construction of
5,220 linear feet of 6" Force Main along Hwy. 130 that will dump into the existing manhole
that belongs to the City of Whiteville. There is. no additional flow to be permitted.
Enclosed please find 2 copies of the following:
Fast -Track Application
Narrative
Flow Tracking Forms
Waste. Flow Map to the Whiteville Water Reclamation Facility
USES Topo Map
- TDH Calculation for proposed force main and pump curve.
- Check for $480.00
Please do not hesitate to call me at 910-293 -2770 if you have any questions.
cerel ,
Bob Mitchell
The Adams Company, Inc.
Encl.

State of North Carolina
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. W6(yJ 1?6,�*!
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Brunswick (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County Z Municipal ❑ Other
3. Signature authority's name: Nancy Hill per 15A NCAC 02T .0106(b)
Title: Mayor r..
t' F,c ,
4. Applicant's mailingaddress: P.O. Box 68
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City: Brunswick State: NC Zip: 28424-
DEC 13 r
A
5. Applicant's contact information:
spy �� a {,r.., L�•i
Phone number: [phone] Email Address: tobrunswickgcenturylink. net
II. PROJECT INFORMATION:
1. Project name: T : ,. 9*tensiatt ,,
� �, , . ,1..�..�.� --- -Main)—
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: Columbus
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2939' Longitude:-78.70590
5. Parcel ID (if applicable): 003773
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: M. Floyd Adams License Number: 12273
Firm: The Adams Company Inc
Mailing address: 708 Abner Phillips Rd.
City: Warsaw State: NC Zip: 28398-
Phone number: [phone] Email Address: mfadamsl223(kgmail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Whiteville Water Reclamation Facility Permit Number: NC 0021920
Owner Name: City of Whiteville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0034221 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Brunswick
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: HOA) been attached?
El Yes E]No ®N/A
4. Origin of wastewater: (check all that apply):
E Residential Owned
E Retail (stores, centers, malls)
El 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
El 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(f1? ❑ 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 a,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: 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): Upsizing existing force main line from 4" to 6"
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
➢ 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: Leach Street
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.29390 Longitude:-78.70590
3. Design flow of the pump station: 0.374 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 260 gallons per minute at 73 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
5220
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
Z 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(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 he 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 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.0305ffl 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) ® 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 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes ® 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)? Z 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 Z 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?
N 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
dne»mPntc
2. Professional Engineer's Certification:
Flo
(Pr
e 6.4 AOL �-nx
E
ssional Engineer's name from Application Item III.1.)
attest 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 143-215.6B, 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):
(Sig
Authority's name &title from Application Item 1.3.)
attest 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: 7
Date: /VIC IQ
FORM: FTA 04-16
Page 5 of 5

TOWN OF BRUNSWICK
2016-I CDBG LEACH ST. FORCE MAIN REPLACEMENT
Brunswick, NC
Columbus County
12/03/18
NARRATIVE
1. Project Title: Brunswick Sewer Line Extension 2016-I (Leach Force Main)
2. Location: Hwy 130, Brunswick, NC
3. Waste Water Treatment Facility — City of Whiteville, NC (NC 0021920)
4. Additions/Improvements : Replace existing 4" Force Main with 6" Force Main along Hwy 130
from Leach St. to the City of Whiteville manhole. Over 80% of the new line will be installed
using directional bore.
5. Future service potential — Currently the Leach St. force main can only pump 108 gpm due to
the restriction of approximately a mile of 4" force main. The proposed 6" force main will be
able to accommodate an additional 152 gpm or up to 87,000 additional gallons per day. The
current flow is approximately 29,000 gpd.
6. The proposed 6" force main from Leach Street will be laid in the NCDOT ROW will be owned
and operated by the Town of Brunswick.
7. This area is located in the Waccamaw River watershed.
8. No Historic Sites are a part of this project.
9. None of the proposed facilities will be located in the 100 year flood zone.
10. None of the open cut proposed facilities will be located in wetlands.

Hunkele, Dean
From: Bob Mitchell <[e-mail]>
Sent: Thursday, December 13, 2018 4:03 PM
To: Hunkele, Dean
Subject: [External] RE: Leach St PS capacity increase - pending WQ0040528
The pumps are not changing, 10.5 HOMA. We are upsizing the force main from a 4" to a 6" PVC.
The TDH will drop from about 90 to 73. The current actual rate (from draw down test) is 108 gpm.
Bob
From: Hunkele, Dean[mailto:[e-mail]]
Sent: Thursday, December 13, 2018 3:36 PM
To: [e-mail]; Bob Mitchell ([e-mail])
Subject: Leach St PS capacity increase - pending WQ0040528
Importance: High
What is its current pumping capacity that is being increased to 260-gom with this project?
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunkele ncdenr. ov
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http:/Zdeg.nc.gov/­­­­contactZregional-offices/­wilmington
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The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.

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