WQ0041487_Application (FTSE)_20200316

Permit Number W00041487
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
2/17/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Magnolia Greens Pump Station 1 Replacement Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Leland Government - Municipal
Owner Affiliation
David A. Hollis
Manager Town
102 Town Hall Dr
Dates/Events Leland NC 28451
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/14/2020

CAPE FEAR
ENGINEERING
151 Poole Rd.,SuBe 100,, Belvllle, NC, 28451
TEL [phone], FAX [phone]
www capefearengineerirrg.coin
To:
NCDEQ
127 Cardinal Drive Extension
Wilmington, INC 28405
[phone]
Attn:
Dean Hunkele
CEIVE
FEB 14 2020
Transmittal
Date: February 13, 2020
File: 541-06 "34"
Subject: Magnolia Greens
Lift Station #1 Relocation
Final Design and Sewer
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review I Action I Approval
❑ Sent via Mail ® Sent via Courier
Quantity
Drawing No.
Description
1
Original
Check ($480.00)
1
Original
Cover Letter/Narrative
1
Original
Application
REMARKS Please find the enclosed documents for your review. If you have any questions or require additional
information, please contact our office. Thank you.
CC: Cape Fear Engineering, Inc.
File 541-06 "34"
Signed:_K� Ae n.A
Kellie Norris, EIT
Received

CAPE FEAR
ENGINEERING
February 14, 2020
Dean Hunkele
NCDEQ - Division of Water Quality
PERCS Unit
Subject: Sewer Permit Modification Application for Magnolia Greens Plantation Sewer (WQ0018076)
Sewer Extension & Replacement Lift Station #1
Town of Leland, North Carolina
Dear Mr. Hunkele
Cape Fear Engineering, Inc. (CFE) is requesting to modify the sewer permit WQ0018076 which includes
relocation of the Town of Leland Lift Station #1 and extending the existing 6 forcemain and 10" gravity sewer
to re-route existing sewer flows to the new pump station site.
All permitted flow for Lift Station #1 is permitted under the Permit W00018076. As a result there is no additional
flow being requested as part of the proposed permit modification and therefore new FTSE forms have not been
provided.
Also, because no additional flow is being requested from Lift Station #1, all previously approved downstream
analysis and information remains valid and does not require updating or revision at this time.
I trust that the information provided is sufficient for your approval of this modification request and execution of
the permit application. Please let us know when the signed application is ready to be picked up. If you have any
questions or need any additional information, please contact me directly.
Sincerely,
I
%�' '—)
Matthew Haley, .E.
Cc: CFE File 541-06 "34"
151 Poole Rood, Suite 100
Belville, NC 18451 • TEt: 1910)383-1044 • FAX [phone]
V:W1 O6 DVIM,e,,ACoeer Ueer_VCDEQ
WWW. can of a are n o In eerin a. com

State of North Carolina
DWR 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 At SUPPORTING DOCUMENTATION
Application Number: Q QL V Gq Iiin (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 Leland (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: David Hollis per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 102 Town Hall Drive
City: Leland State: NC Zip: 28451
5. Applicant's contact information:
Phone number: (90) 371-0148 Email Address: dhollisAtownof leland.corn
® Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION: p,
1. Project name: Magnolia Greens Plantation Sewer — �.��Nr✓ S I Q'�L��
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date: August
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: 34.21207' Longitude:-78.03072'
5. Parcel ID (if applicable): 0470004605
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Haley, P.E. License Number: 038615
Firm: Cape Fear Engineering, Inc.
Mailing address: 151 Poole Road, Suite 100
City: Belville State: NC Zip: 28451
Phone number: (9383-1044 Email Address: matt.halev(a),capefearengineering.com
6'4 LAQQ
'y Q,
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Repional Wastewater Treatment Facility Permit Number: NCO086819
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00018076 Downstream (Receiving) Sewer Size: 6 inch
Svstem Wide Collection System Permit Number(s) (if applicable): WQCS00333
Owner Name(s): Town of Leland
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?
❑ 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 15_1 \CAC 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',b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gaU
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.01141 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 .01141
➢ 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: WO0018076
® 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 .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
10" 65' PVC (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
VIIL 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: 41
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.21207' Longitude:-78.030720
3. Design flow of the pump station: 0.113480 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 270 gallons per minute at 67.5 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6"
75'
PVC (C900DR18)
10"
75'
PVC (C900DR18)
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 - I5A 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

IN. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A -CAC 02T .0305(f) & (¢.) ® Yes [-]No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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, 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(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboase
➢ 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 .02009 ® 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 ❑ 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(0(§l 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.04021 "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/Altemative 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 Certification:
I, Matthew Haley PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
Wir.t,wu4 cpwAs PL4KMflon1 sEt4w- m4he"n, Ps-*l F tacsmOc-i
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 143-215.6E, 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, ,,,,,,,,,,,,,,,,,,,,,
N UA/�
North Carolina Professional Engineer's seal, signature, and date: °����� •• • •.. 0
' .Sssl''
SEAL'
:. 038615
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
name & title from Application Item
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 143-215.6E, 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: � IF Date:
FORM: FTA 04-16 Page 5 of 5

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