WQ0042157_Application (FTSE)_20201221

Permit Number WQ0042157
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
West Leland Highway 17 Regional Pump Station
Location Address
Owner
Central Files: APS _ SWP _
12/9/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name Owner Type
Town of Leland Government - Municipal
Owner Affiliation
David A. Hollis
102 Town Hall Dr
Dates/Events Leland
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
12/4/2020
Tss� ia--ak—ao
Regulated Activities - Requested /Received Events

December 11, 2020
Department of Environmental Quality
Wilmington Regional Office— Water Quality Section
127 Cardinal Drive Ext
Wilmington, NC 28405
Attn: Dean Hunkele
RE: Leland Highway 17 — Sewer Expansion II — Phase 2
Dear Mr. Hunkele.
A Fast Track Sewer System Extension Application for the Leland Highway 17 - Sewer Expansion II — Phase
2 project dated October 20", 2020 and a check for the application fee were delivered via Fed Ex on
December 4", 2020 to the North Carolina Department of Environmental Quality (NCDEQ) Wilmington
Regional Office. The original Fast Track Sewer System Extension Application was signed and sealed by
the project manager/engineer of record at the time, Mr. Richard J. Rudin, and was delivered
electronically to your attention on November 11"', 2020.
Mr. Richard J. Rudin has departed from our firm and will no longer be the engineer of record who will
certify the project at the conclusion of construction.
I, J. Clark Maness, attest that the submitted Fast Track Sewer Extension Application 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, 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 the 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.
Please contact me if you have any questions or need any additional information.
Thank you,
J. Clark Maness, PE
Project Manager
WithersRavenel
919-535-5213(direct)
919-774-2769 (cell)
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Our People. Your Success.
DEC 0 4 2020
November 11, 2020
NCDEQ
Department of Environmental Quality
WILMINGTON RO
Wilmington Regional Office— Water Quality Section
127 Cardinal Drive Ext
Wilmington, NC 28405
Attn: Dean Hunkele
RE: Leland Highway 17 — Sewer Expansion II — Phase 2
Dear Mr. Hunkele:
Enclosed you will find the Fast Track Application for the Leland Highway 17 — Sewer Expansion II — Phase
2 Project. This project will be connecting to the Phase 1 Project just completed under Permit No.
WQ0040750. There will be no flow requested with this application. The flow will be requested as
development progresses in the area and then each new structure/development will apply for capacity
through subsequent permits.
The Leland Highway 17 — Sewer Expansion II — Phase 2 Project consists of approximately 155 LF of 10-
inch gravity sewer pipe that will connect to a new duplex pre -cast submersible pump station (capability
of becoming a triplex in the future) along Old Town Creek Road with approximately 7,129 If of parallel
10-inch (immediate service) and 16-inch (future service) forcemains. The forcemains will travel along
Old Town Creek Road, under US 17 by horizontal directional drill and then heads north along Hazels
Branch Road to connect with existing 10-inch and 16-inch force mains mentioned above.
The sizing of the 10-inch force main is based on the initial projected pumping capacity of 1.0 mgd based
on information provided by the developers engineer who will be required to request capacity as the
development progresses as mentioned above. The sizing of the 16-inch force main is based on the
projected future growth in this area and also further growth South along Highway 17 where the
projected future pumping capacity is approximately 2.0 mgd.
Included items: Fast Track Application and Site Maps
The Town has informed me that they have mailed in the application fee.
Please contact me if you have any questions or need any additional information.
Thank you,
0�41 �2,
Rick Rudin, PE
Project Manager
WithersRavenel
919-535-5181 direct
214-929-0176 cell
219 Station Road, Suite 1011 Wilmington, NC 28405
t: 910.256.9277 1 f: 910.256.2584 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources , t I FTA 04-16 & SUPPORTING DOCUMENTATION
1/
Application Number: W GOI) ba tO (tobecomptetedbyDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Leland NC (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: David A. Hollis per 15A NCAC 02T 0106(b)
Title: Town Manager
4. Applicant's mailing address: 102 Town Hall Drive
City: Leland State: North Carolina Zip: 28451-
5. Applicant's contact information:
Phone number: (2.UO 371-1249 Email Address: dhollis(altownofleland.com
II. PROJECT INFORMATION:
1. Project name: Leland Highway 17 - Sewer Expansion II - Phase 2
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: W000_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.180287' Longitude:-78.095561°
5. Parcel ID (if applicable): 0570001905
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional
Firm: WithersRavenel
Mailing address: 219
City: Wilmington
Phone number: (919) ;
042739
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St'ate6NC Zip: 28405
Email Address: rrudin(,withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick WWTP
Owner Name: Brunswick County
Permit Number: W00086819
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00040750/004>1 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Town of Leland
FORM: FTA 04-16 Page I 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?
❑ 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 0 % Commercial
0 % 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.0114(f))
Daily Design Flow °^
No. of Units
Flow
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See I SA NCAC 02T .0114(b), (d), (e)(1) and (c)(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 02'r.0114j 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 I SA 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
10 155 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
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: Old Town Creek PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.180287' Longitude:-78.095561'
3. Design flow of the pump station: 0.975 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 694 gallons per minute at 74 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
10 (Initial Flow)
7,129
PVC
16 (Future Flow)
7,129
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)(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) & (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-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 D{.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
l0 feet
Any building foundation
5 feet
Any basement
10 feet
Top sloe 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
D 1 SA NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ *'Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(1) 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
D See the Division's draft separation requirements for situations where separation cannot be meet
D 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 .02007 ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per I SA NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 1SA NCAC 02T.0105(c)(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 ® 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 Desien 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 reauired prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
I Richard J. Rudin 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 143-215.613, 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:
oQSN"CARO<�I
10/20/2020 �Q�pFESS/0q
pocustgned by: SEAL
42739
J� P %INE
F841C903CF18468... /CyAR� �. �JD
3. Applicant's Certification per 15A NCAC 02T .0106(b):
David A. Hollis, Town Manager
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 S 10,000 as well as civil penalties up to S25,000 per violation.
Signature: _ Date: �u 2� 2-62_10
FORM: FTA 04-16 Page 5 of 5

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