WQ0040599_Application (FTSE)_20210413

Permit Number WQ0040599
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
32,659
Facility
Central Files: APS _ SWP
3/24/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
C
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Leland Mixed Use Development Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Leland Government - Municipal
Owner Affiliation
David A. Hollis
102 Town Hall Dr
Dates/Events Leland NC 28451
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/8/2019 3/22/2021 Zs / / /_ h _a ,
Reuulated Activities Reauested /Received Events

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Dean Hunkele
NCDEQ
127 Cardinal Drive
Wilmington, NC 28405
MM ors VaaHSAMZ a
DATE 3/19/12
JOB NO. R�. _. I-S
ATTENTION
PHONE #
MAR 2 21
RE: Leland Commercial
Sewer Permit Modificati
Public Sewer
WE ARE SENDING YOU ® Attached ❑ Under separate cover
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change order ❑ Diskette
❑ Samples
El
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for 480 each for application fee
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
❑ copies for
❑ Approved as submitted Resubmit approval
copies for
❑ Approved as noted ❑ Submit _distribution
❑ Returned for corrections ❑ Return _ corrected prints
FEN
20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: File SIGNED: M"k/N. }fcu"gv'o&v&
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to he mmpleted by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Leland (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 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: (2DO 371-1249 Email Address: dhollis townotleland.com
11. PROJECT INFORMATION:
1. Project name: Leland Commercial
2. Application/Project status: ❑ Proposed (New Permit) ® Existing PermiUProject /
If a modification, provide the existing permit number: W00040599 and issued date: March 8,201
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34..20' Longitude:-78_07'
5. Parcel ID (if applicable): 04600040, 04600041, 0460004601, 0460046 & 046LA061
(or Parcel ID to closest downstream sewer)
ill. CONSULTANT INFORMATION:
I. Professional Engineer: Mark N. Hargrove License Number: 19742
Firm: Port City Consulting Engineers, PLLC
Mailing address: 6216 Stonebrid eg Road
City: Wilmingotn State: NC Zip: 28409-_
Phone number: 910 599-1744 Email Address: mhar rove(7n ec.mcom
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Regional WWTF Permit Number: NC 0086819
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00040624 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

%,1. GENERAL REQOIRE IENTS
I . If the Applicant is a Privately -Owned Puhlic Utility. has a Certificate of Public Convenience and Necessity been attached"
❑ Yes ❑No ON
'_. If the ,Applicant is a Developer of lots to be sold. has a Devcloner's Operational Agreement fI QRNl IMF\ ) been attached"
❑ties ❑No ®NSA
.. If the ,Applicant is a Home Property OwnersAssociation has an Operational Agreement IFORYI: Hl) A) been attached"
❑ Yes ❑No ON:'A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores. centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation set s ice ❑ 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 I ionic ❑ Other (Explain in Attachment)
S. Nature of wastewater : 100 % Domestic: Commercial % Commercial
"'a Industrial (See IiA NCAC 02 F .0103(201)
"Is there a Pretreatment Program in effect`.' ❑ Yes ❑ No
6. Has a flow reduction been approved under 1 5A NCAC 02T .01 14( r)". ❑ Yes ®No
If yes, provide a cot)v of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02 F.01141f))
Daily Design Flow "-s
No. of Units
Flow
Townhome Units
210 gal unit
123
25.830 GPD
Commercial Property (Use not know)
880 ,al acre
436
3.837 GPD
Tractor Supply
230 ,)alllfiXturC
2
s00 GPD
Victory Lube
23o gal%fiztrue
1
250 GPD
gal
GPD
gnb
GPD
Tonal
30.417 GPD
a See I sV ACAC. 02T .01 14(b). (d). (e)( I I and Ie)t 21 for caveats to wastewater design Clow rates (i.e.. minimum flow pet
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. 42.-A-4).
b Per I SA NCAC 02 F .01 14(c). design Flow rates for establishments not identified [in table I s \ SC A(' 02 F.01 141 shall be
determined using available Hove data, water using f xtures. occupancy or operation patterns. and other measured data.
8. AA"astewater generated by project 10.417 GPD (per l5_A NCAC 02T .01 14)
Do not include future Mows or previously permitted allocations
If permitted flow is zero. indicate why:
❑ Pump Station or Gravity Sevvcr where flow will be permitted in subsequent permits that connect to this line
❑ Flow has alreaclp been allocated in Penuit Numher
❑ Rehabilitation or replacement of esisting sewer with no new Flow expected
❑ Other ( Explain):
FORM: FT V 04-16 Pu:;e'_ of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305& MDC (Gravity Sewers):
L Summarize gravity sewer to be Permitted:
Size (inches) Length (feet) Material
8 4,113 C900 PVC & DIP
➢ Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains infomtation 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) —02T.0305 & MDC (Pump Stations(Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: t
2. Approximate Coordinates (Decimal Degrees): Latitude: 34 20` Longitude:-78_07,
3. Design flow of the pump station: 0.088 millions gallons per day (firm capacity)
4. Operational point(s) of the punnp(s): 135 gallons per minute at 33 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (incites)
Length (feet)
Material
4
1,531
C900 PVC & DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(hl(11:
® Standby power source or pump with automatic activation and telemetry - I SA 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 timefrannes, shall be provided
in the case of a multiple station power outage.
FORM: F"fA 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) & (2)
> 15A NCAC 02T.0305(f) contains minimum senarations that shall he. nrnvided for sewer systems-
[048MEM
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 ivertical - 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, take, impoundment, or ground water lowering and surface drainage
ditches
10 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02 A 5 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage.
> If noncompliance with 021.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® 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 round in the river basin rules per 15A NCAC 02B .0200? ® 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? ® 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 Pernittintt Branch
5. Does project comply with I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per l5A 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 ISA 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
> 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 Dmiatt Criteria for the Permitting of Pumo Stations
and Force Mains (latest version), and the Gravity Sewer Minimtun 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. Avoroval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
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. 1 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 143-215.68, 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: ••• F'
/0
a SEAL
019742
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature
Item 1.3.)
_ku uei
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: �1— _Jla Date:
FORM: FTA 04-16 Page 5 of 5