WQ0028587_Application (FTSE)_20190410

Central Files: APS SWP
2/28/2019
Permit Number WQ0028587 Permit Tracking Slip
Program Category- Status Project Type
Non -discharge in review Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
628,103
Facility
Facility Blame
Brunswick Forest Collection System
Locatilcm Address
Owner
Version Permit Classification
Z10 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
PE
102 Town Hall Dr
Dates/Events Leland NC 28451
Scheduled
Orig Issue App Received Draft Initiated
Issuance
Public Notice Issue Effective Expiration
3/24/2005 2/26/2019
Regulated Activities
Requested /Received Event
Apartment complex
Additional information requested
Condominium
Additional information received

Mr. Dean Hunkele
Department of Environment an
d Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-384
5
Re: Brunswick Forest, Phase' 2 Section 36
New submittal
Town of Leland
Brunswick County
Dean:
Enclosed please find the sewer' submittal package for Brunswick
Section 3B which is to include:
Forest, Phase 2,
• A check for $ 480
• 1- Project narrative
• Fast Track Sewer Application p and one additional copy
• Flow Tracking/Acceptance for
Sewer Extension Application
additional copy on and one
• 1- Sewer system Location Ma
1 p
• -Sanitary Sewer Collection System y tem Design Specifications
• 1 set Engineering Plans
If you have any questions or
comments, please feel free to contact me.
Thanks.
Sinc r y,
Adam H. Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
RECEIVED/MCDENROUR
1V N Gl�G't' � •t �..i �'::� t � i. •�' ���. � k� f �' ,`ri
1123 Floral Parkway Wilmington N.C. 2840
3 Phone (9 y 0) 343-8002 Fax 9 y 0 343-
) 994 y
Business Firm License No. C-0597

PROJECT Nt1RRATIVE for
Brunswick Forest, Phase 2, Section 3B
Located in the Town of Leland, Brunswick County, North Carolina
Prepared for:
Funston Land & Timber, LLC
1007 Evangeline Drive
Leland, NC 28451
910-383-1425
Owner:
Funston Land & Timber, LLC
1007 Evangeline Drive
Leland, NC 28451
910-3 83-1425
PROJECT DESCRIPTION —
This project is for the construction of a new residential community of 24 duplex units
(Lots 101-1202) on an existing tract in the previously approved development of
"Brunswick Forest" in the Town of Leland, Brunswick County, NC. The proposed
subdivision has been designed and planned to comply with all the Town's required
setbacks and technical standards for construction.
The daily design flow is 5,040 GPD. Sewer flows will tie into an existing public 8"
gravity collector located on Pine Bloom Way. All runoff will drain into proposed storm
sewers and into proposed stormwater wet retention /detention pond. Water will be
provided by connection to the existing 8" public main also on Pine Bloom Way.
For more details and further explanation of the scope and specifics of this proposed
development, please refer to the submitted plans prepared by Hanover Design Services.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
... . . . ......
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlsan of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:W �� to be completed b DwR
pp ( p Y
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. Appplicant type: El Individual ❑Corporation ❑General Partnerships ❑ Privately -Owned Public Utility
El Federal El State/County ® Municipal ❑ Other
3. Signature authority's name: David A. Hollis, P.E. per 15A NCAC 02T .01.06(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: (910).371-0148 Email Address: dhollis(aAtownofleland.com
v
. PROJECT INFORMATION:
1. Project name: Brunswick Forest Phase 2 Section 3B
2. Application/Project status:.El Proposed (New Permit) ® Existing Permit/Project
If,a modification provide the existing ermit number: '— p g p ber. WQ0028587 and issued date.
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.174538° Longitude:-78.018338°
5. Parcel ID (if applicable):
(or Parcel ID :to closest downstream: sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Adam H. Grady, PE License Number: 43166
Firm: Hanover Design Services, PA
Mailing address:
1123 Floral Parkway
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: a r�adyAhdsilm.com
IV. WASTEWATER :TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Regional WWTF Permit Number: NC0086819
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s):. WQ0028587 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
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?
E]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?
E]Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
El Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased El Retail with food preparation/service ❑ Hotel and/or Motels
El School / preschool / day care El Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
Food and drink facilities Ej Church ❑ Swimming Pool/Filter Backwash
Businesses / offices / factories E]Nursing Home ❑ Other (Explain in Attachment).
.5. Nature of wastewater: 100 % Domestic/Commercial . % Commercial
% Industrial (See 15A NCAC 02T.0 103(20))
Is there a Pretreatment Program in effect? .. ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .011 AM? EJ Yes E No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0144(Ii) Daily Design Flow a,b No. of Units Flow
Residential 210 gal/day 24 55040 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD:
i
Total 55040 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.
S. Wastewater generated by project: 5,040 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow.will be permitted in subsequent permits that connect to this line
Flow has already been allocate in El d Permit Number.
Y
❑ 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
8 695 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
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:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC 02T .0305(h)W:
❑ 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
Ej 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 .03050 & (gl E Yes ❑ No
1 5A NCAC MT ninim rnntnine minimum epnnrntinnc that chnll hP nrnvirlarl -Fr%r crnwar wo+Pmo-
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 IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
lO feet
An building foundation
S feet
Any basement..
10 feet
Top slop e of embankment or cuts of 2 feet or more vertical height
10 feet
Draina e systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)36
inches
➢ 15A NCAC 02T.0305( } contains alternatives where separations in 02T.030ff cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or ( Z 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
i
3. Does. the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes El 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 El 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 Pe1-rnitting Branch
5. Does project comply with 15A NCAC 02T.0105 (c)(6) (additional permits/certifications)? Z Yes EJ 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
➢ 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 Permittin g of Pump Stations
and Force Mains latest version, and the Gravit Sewer Minimum Desr n Cri gtcna (latest version) as applicable?
® Yes R No
If No, complete and submit the Variance/Alternative Design Request application _
g q pp on (VADC 10 14) and supporting documents for
review. Avvroval of the reguest is re uired Prior to submittal: of the Fast Track A lication and su ortin docum eats.
2. Professional Engineer's Certification:
I, Adam H. Grady,PE
attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with th
e he information supplied in .the plans, specifications,
engineering calculations, and all other supporting documentation to.the.best of my knowled e. I further attest that
of m knowledge, the g t to .the .best
Y g proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Cnterla for Gravity Sewers (latest version ,and the Minimum Desig
n Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals ma have developed certain Y p rtam portions of .this
submittal package, inclusion of these materials under my signature and seal signifies that I have review
have judged it to be consistent with the proposed desi n. reviewed this material and
g
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B an
statement, representation, or certification in an Y person who knowingly makes any false
y a pplication package shall be guilty of a Class 2 misdemeanor, which may.
include a fine not to exceed $109000, as well as civil penalties u to $25 000 er viola i
p ,p ton.
...
...........................
North Carolina Professional En ineer's seal signature, and date:
0 de
..
100
NOW
•-SEAL r
wwo 0 43166
es� • r►
goo
fo
It I
! !``
i
• �' �..
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
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 m
y knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and atahments are not included, this
application package is subject to being returned as incomplete. I understand that an dischar e of wastewater
discharge system; to surface waters or the land. will result in a'immediateY g titer from this non
enforcement action that may include civil: penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources
of this permit be violated. I also understand that if all re uired its a should a condition
q pof this application package are not completed and that if
all required supporting information and attachments are not included, this applicationpackage will
incomplete. pp be. returned to me as
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B an person
y p son who knowingly makes any false
statement, representation, or certification in any application package shall be guilt of a Class 2 misde
include a fine not to exceed $10,000 as well as civil penalties up
to 25 Y meanor, which may
p .$ ,000 per violation.
Signature:
Date:42
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
3 Department of Environmental Quality
} Division of Water Resources
�: Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Leland
Project Name for which flow is being requested: Brunswick Forest Phase 2 Section 3B
More than one FTSE maybe required fora single project if the.owner of the WWTP is not responsible for all pump
stations along the route of the proposed _wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Northeast. Burnswick
b. WWTP Facility Permit #: WQ 0086819
All flows are in MGD
c. WWTP facility's permitted flow 2.475
d. Estimated obligated flow not: yet tributary to the WWTP 2.311
e.. WWTPfacility's actual avg. flow 1.850
f. Total flow for this specific request
g. Total actual and obligated flows to the facility 4.173 e
h. Percent of permitted flow used 169% e
S�
II. Complete this section for each pump station you are responsible for along the route. of:this :proposed
wastewater flow.
List pump stations: located between. the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Dail Flow Current y Flow**: Tributary Flow Plus
Permit Capacity,* (Firm / p, Avg. Dail
(Name or
Dail Flow Obli ated Available
g• y y � g
Number) No..MGD MGD Flow, MGD MGD Flow Capacity***
The Firm .Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can. be achieved with the largest pump taken out of service.
Design Average Daily Flow is the. firm capacity of the pump station divided by a peaking factor
(pf) not less than.2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
A Planning Assessment Addendum shall. be attached for each pump station located
between the project connection point and the VVWTP where the Available Capacityis < 0.
p J p _
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page l of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, Dir of Engr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
;2
Signing Official Signature Date
SX-1701
Title of Signing Official
proved as to Form.
t auntyAttorne
Page 2 of 6
FTSE 10-18

..........
`:�vvtiv on v.v�v�v�\\.0 \tvti S\�.��\
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Leland
Project Name for which flow is being requested: Brunswick Forest Phase 2 Section 3B
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between
the project connection point
and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Pump Pump
Daily
Current
Not Yet
Total Current
Station Station
Firm
Flow* *
Avg. Daily
Tributary
Flow Plus
(Name or Permit
Capacity, *
(Firm / p f),
Flow,
Daily Flow,
Obligated
Available
Number) No.
MGD
MGD
MGD
MGD
Flow
Capacity* * *
#18BF WQ0028587
2.16
0.864
0.18
0.309
0.489
0.375
# 1 MG WQ0018076
0.625
0.250
0.195
0.331
0.526
-0.276
#3MG WQ0018076
1.67
0.668
0.576
0.547
1.123
-0.455
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Leland
Downstream Permit Number: WQCS00333
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I David A. Hollis certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
rte
Page 2 of 6
FTSE 10®1 8

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
1.42 % and -.276 MGD of the Available Capacity (E) in Pump Station
# 1 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.03 8 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
US 17 Corridor Force Main is in design or under construction with
planned completion in 2018/2019 ; and/or
d. The following applies:
The Town of Leland will have our new 16" and 10" forcemain along with the new pump
station # 10 completed this year.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G S 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Si,
N
Page 3 of 6
FTSE 10-18

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