WQ0028587_Application (FTSE)_20201117

Permit Number WQ0028587
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
763,170
Facility
Central Files: APS _ SWP
10/28/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
Z15
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Brunswick Forest Collection System Minor Wilmington
Location Address County
Brunswick
Owner
Owner Name
Town of Leland
Dates/Events
Orig Issue
3/24/2005
Scheduled
App Received Draft Initiated Issuance
10/28/2020
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
David A. Hollis
102 Town Hall Or
Leland NC 28451
Public Notice Issue Effective Expiration
�Ts� ll-lr7-2d'

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
OrZ
September 17, 2020 OCT 2 8 2020
Mr. Dean Hunkele I'111
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Brunswick Forest, Phase 9 Section 4B
New submittal
Town of Leland
Brunswick County
Dean:
Enclosed please find the sewer submittal package for Brunswick Forest, Phase 9,
Section 4B which is to include:
• A check for $480
• Fast Track Sewer Application and one additional copy
• 1- Sewer system Location Map
• 1- Sanitary Sewer Collection System Design Specifications
• 1 set Engineering Plans
The project consists of 82 3-Bedroom homes with a flow totaling 17,220 GPD.
Flow is coming from a reserve and no additional flow is being requested.
Remaining residential reserve after this allocation is 15,040 GPD.
If you have any questions or comments, please feel free to contact me. Thanks.
Sincerely,/
4'r"'
Adam H. Grady, PE
Hanover Design Services P.A.
[e-mail]
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
September 17, 2020
Mr. David Hollis, Town Manager
Town of Leland
102 Town Hall Drive
Leland, NC. 28451
Re: Brunswick Forest, Phase 9 Section 4B
Sanitary Sewer Flow Tracking
Dear Mr. Hollis,
We would like to request to use some of the residential reserve flow for the Site -Specific Plan,
"Brunswick Forest, Phase 9 Section 4B. We will be requesting the State Permits as soon as possible.
A total of 17,220 GPD for (82 units x 210 gpd) for the residential units is being requested at this time
from the residential reserve as shown in DWQ permit #WQ0028587MOD. Flows will be directed to the
existing gravity system on future Kay Todd Extension at the traffic circle. The table below shows the
reserve tracking to date.
BRUNSWICK FOREST RESIDENTIAL SEWER RESERVE
DATE
DESCRIPTION
GPD
10/15/2019
RESIDENTIAL RESERVE
57,100
10/15/2019
LIBERTY
21,280
2/17/2020
PHASE 2 SECTION 6
3,560
9/17/2020
PHASE 9 SECTION 4B
17,220
2/17/2020
RESERVE REMAINING
15,040
If you have any questions or comments, please contact me at (910) 343 — 8002.
/Thau,
Aam Grady, PE
Hanover Design Services, P.A.
[e-mail]
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. 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 A. Hollis, P E per 15A NCAC 02T .0106(bl
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: [e-mail]
IL PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Brunswick Forest Phase 9 Section 4B
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00028587 and issued date: 10 9
If new construction but part of a master plan, provide the existing permit number: W00028587
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.1756' Longitude:-78.0418°
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: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Regional WWTF Permit Number: NCO086819
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: ETA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes []No NN/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 NN/A
3. If the Applicant is a Home/Pro e�rty Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N 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. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? N Yes ❑ No
➢ If Yes, Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t1)
Daily Design Flow a,n
No. of Units
Flow
Residential (previously allocated)
210 gal/day
82
17,220 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
17,220 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: 0 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
N Flow has already been allocated in Permit Number: WO0028587 "1E SEE i'MKt L 'Z
r-oz -Mcy
❑ Rehabilitation or replacement of existing sewer with no new flow expected
N Other (Explain): A residential reserve was set up for excess unallocated flows from prior permits
FORM: ETA 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
8 3578 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
Vlll. 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude:
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):
Size (inches) Length (feet) Material
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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(i) & (a)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® 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 11 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 groundwater lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
An 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(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ 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
➢ 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 found 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 Permitting Branch
5. Does project comply with 15A NCAC 02T 0105(c)(6) (additional permits/certifications)?
►1 El
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, stonnwater 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
➢ 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:
I. Does the submitted system comply with I SA NCAC 02T. the Minimum Desien.Criteria for the Penn itling of Pwno Stations
and I orce Mains latest v_cr;iQnj, and the Gravity Sewer Minimum Design Cfiteriailatest versionl asapplicable?
® 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 Aoalication and supporting documents
2. Professional Engineer's Certification:
'40AI-' l.._ _ __�%��_�y -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 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
Mininitun 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 1 have reviewed this material and
havejudged it to beconsistent 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: `aO�,'C
b ,a SEAL r b
I. 43166
I tilltmm`v�
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, __ I h,'l-S..I QG7f1 _ Cf`• _ _ _ _attest that this application for
(Signature Authority's name &title from App i .
catilA Item 1.3.)
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. 1 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 noclaim against die 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 143-215.68, 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.
Signature: -�¢� Date: _10120/2020
FORM: FTA 04.16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of water Resourco, Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick Forest
Project Name for which flow is being requested: Brunswick Forest Phase 9 Section 4B
,dare than one FT,SF. may be requiredfor a.singleprojed ifthe owner ofthe WWTP is not responsihle 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 #:
All flaws are in /VICD
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
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
Firm Flow"
Capacity, * (Firm / pO,
MOD MOD
(B) (C) (D)=(B+C) (E)=(A-D)
Approx.
Obligated,
Current
Not Yet
Total Current
Avg. Daily
Tributary
Flow Plus
Flow,
Daily Flow,
Obligated
MOD
MOD
Flow
#30 WO0028587 0.260 0.105 0 0.0966
#27 WO0028587 0.649 0.259 0.0042 0.0962
0.0966
0.1004
Available
Capacity***
0.0084
0.159
#18 WQ0028587 1340 0.536 0.180 0.326 0.506 0.030
#10 WQ0086819 1.613 0.645 0.390 0.414 0.804 -0.159
* 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
(po 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 I of 6
FTSE 10-18

III. Certification Statement:
I David 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
Page 2 of 6
t U
Date
FTSf 10-19

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
51.5 % and 0.414 MOD of the Available Capacity (E) in Pump Station
k 10 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.042 MOD per year; and that
c. A funded Capital Project that will provide the rcquircd planned capacity, namely
N/A is in design or under construction with
planned completion in N/A ; and/or
d. The following applies:
The design ADF of0.645 MOD with the current ADF of 0.390 resulting in an available wet
capacity of 0.255 with the annual project rate of activiation of 0.042 MOD. It is expected
that the average rate of activation of LS 10 would reach capacity in 6 years. The Town will
monitor available capacity and provide capacity as needed with cooperations of Brunswick
County to increase the capacity in the common FM discharging to Northeast Brunswick
Regional VW coupled with upgrades to LS 14.
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 Octal
Date
Page 3 of 6
FTSE 10-18

Phase 8
FUTURE RESIDENTIAL
ANTICIPATED 210,000 GPD
PUMP STA No. 7 (MAJOR)
Leland # 30
Final Phase Firm Capacity = 0.525 MGD
Initial Phase Firm Capacity = .2625 MGD
Firm Capacity (final phase) = 648,000 GPD
Leland #27 6
Permit WQ0028587 Mod 0
PUMP STA No. 6 (MAJOR) P§'4 Ac
Ph2 Sec4 & Future 4Ile Ll Q°
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Phase 9
Section 4b
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