WQ0028587_Application (FTSE)_20210426

Permit Number W00028587
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 Name
Brunswick Forest Collection System
Location Address
Owner
Central Files: APS _ SWP _
3/31/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
Z16
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
3/24/2005 3/30/2021
RaouWar! Activifies..._ ._... _..

(iEC;&9-v
Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
March 29, 2021
Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Brunswick Forest, Phase 3 Section 3C
New submittal
Town of Leland
Brunswick County
Dean:
Enclosed please find the sewer submittal package for Brunswick Forest, Phase 3,
Section 3C which is to include:
• A check for $480
• Fast Track Sewer Application and one additional copy
• FTSE Sheets
• 1- Sewer system Location Map
The project consists of 92 3-Bedroom homes with a flow totaling 19,320 GPD.
15,040 gpd of flow is coming from the remaining reserve and 4,280 GPD will be a
new allocation request. This will replenish the rest of the reserve. Existing
gravity sewer will be extended as far as possible serving 20 lots. The remaining
72 lots will be served by 100 gpm pump station. This will all tie into the existing
gravity located in Phase 3 Section 3.
If you have any questions or comments, please feel free to contact me. Thanks.
Sincerely
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

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:
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 A. Hollis, P E per 15A NCAC 02T .0106N
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: [phone] Email Address: dholli townofleland.com
It. PROJECT INFORMATION:
I. Project name: Brunswick Forest Phase 3 Section 3C
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
Ifa modification, provide the existing permit number: W00028587 and issued date: 10/15/19
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: 34.1641 ° Longitude:-78.0342°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
Professional Engineer: Adam H. Grady, PE License Number: 43166
Finn: Hanover Design Services, PA
Mailing address: 1123 Floral Parkway
City: Wilmington State: NC Zip: 28403-
Phone number: 910 343-8002 Email Address: agmdv(a),hdsilm.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Northeast Brunswick Regional W WTF Permit Number: NCO086819
Owner Name: Brunswick Coun[v
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): W00028587 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 Pagel 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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV I been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Propel y 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(20N
"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, orovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow '•b
No. of Units
Flow
Residential (previously allocated)
210 gal/day
92
19,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
19,320 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(l) 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 I SA NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4.280 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
® Flow has already been allocated in Permit Number: WO0028587
❑ Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): Res. reserve was set um for excess unallocated flows from prior permits. This will exsolve all reserve
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 4,886 C900(DR 18)
D Section 11 & 111 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
I. Pump station number or name: BF #10
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.1641' Longitude:-78.0342'
3. Design flow of the pump station:.142560 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 11 Q gallons per minute at 35 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
4 1 1,616 IPVC C900 DR-181
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):
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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)(IXC)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(hXIXC):
D 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.
D 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 I SA NCAC 02T .0305(f) & (g)
® Yes ❑ No
15A NCAC 02I.Moffl contains mmrmwn sepamuuns mar snau oe provictea 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 I[ imDounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-u), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item tX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
An building foundation
5 feet
Any basement
10 feet
TOD slo a 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
I Final earth grade vertical
36 inches
➢ 15A 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 weboaae
➢ If noncompliance with 02T.0305(fl or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ Seethe 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 withal] setbacks found in the river basin rules per I SA 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 PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(_)6 (additional permits/certifications)? ® Yes (:]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, stornwater 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 15A NCAC 02T the Minimum Design Criteria for the Pennittins 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 reauest is reaulred prior to submittal of the Fast Track Application and supportine documents.
2. Professional
attest that this application for
Application Item 111.1.)
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
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 1 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 143-215.6B, 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: i ,1a6� (tt V qF
I - -i-
- •A SEAL
43166
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I S �o u- Q I • �Q.Y1(Ar� r attest that this application for
4uthoritv's name & title from Applic on 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. 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. 1 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 143-215.613 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.
Signature: ��„ Date: 3 I Z b 12 OZ
FORM: FTA 04-16 Page 5 of 5

Leland Resolution R21-005
\`rI Introduced By: Brannon Richards
Date: February 18, 2021
Resolution Approving Sewer Flow Allocation for Brunswick Forest, Phase 3 Section 3C
Whereas, The developer of the Brunswick Forest Phase 3, Section 3C development is requesting
additional sewer flow allocation of 4,280 gallons per day (gpd) for residential use. The flow
request includes a total flow of 19,320 GPD based on 92 residential units at 210 gpd/unit, but
15,040 GPD of this request is being fulfilled through already permitted Brunswick Forest
residential sewer flow reserve.
Whereas, capacity is available in the Town's allocation at the Northeast Brunswick Regional
Wastewater Treatment Plant.
Therefore, Be It Resolved:
THAT the Town Council of the Town of Leland hereby approves sewer flow allocation for the
Brunswick Forest Phase 3, Section 3C development in the amount of 4,280 gallons per day; and
THAT the allocation will expire on February 18, 2022, if not used by the developer.
Adopted by Town Council on this 18th day of February, 2021.
Brenda Bozeman, M ya or
Sabrena Reinhardt, town Clerk
Resolutions Page 1 of 2

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
December 23, 2020
Mr. David Hollis, Town Manager
Town of Leland
102 Town Hall Drive
Leland, NC. 28451
Re: Brunswick Forest, Phase 3 Section 3C
Sanitary Sewer Flow Tracking
Dear Mr. Hollis,
We would like to request to use the rest of the residential reserve along with additional flow for the
plan, "Brunswick Forest, Phase 3 Section 3C. We will be requesting the State Permits as soon as
possible.
A total of 19,320 GPD (92 units x 210 gpd) for the residential units is being requested at this time.
15,040 GPD of this flow is being requested to be allocated from the residential reserve, This will now
deplete the remaining reserve. The remaining 4,280 GPD requested will be a new allocation request.
The flows will be directed to the existing gravity system on Cobleskill Drive. The table below shows the
reserve tracking to date. Lots 260-265, 365-368, 371-372, 378-382, and 304-306 will be served by
extending existing gravity. Lots 266-303, 336-364, and 371-377 will be served by a proposed pump
station.
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
12/23/2020
PHASE 3 SECTION 3C
15,040
2/17/2020
RESERVE REMAINING
0
If you have any questions or comments, please contact me at (910) 343 — 8002,
Thy ,
Adam Grady, PE
Hanover Design Services, P.A.
[e-mail]
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Q"einnee 9".. 1 ;---. n Al— r`_na07

0!I isiun of ;Vmv, I{rmuuIk, -,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: BRUNS WICK FOREST
Project Name for which flow is being requested: Brunswick Forest Phase 3 Section 3C
More than are FTSE mar be required fora single project if the owner of the N'll'T/' is not responsible for rill pump
stations along the route of the proposed uanstorater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit #:
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
C. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
11. 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)
(6)
(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 / pi),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
37
WQ0028587
0.142560
.01520
0
0.01520
0.01520
0.00000
24
WQ0028587
0.648
0.259
0.0015
0.15632
0.15782
0.10118
18
WQ0028587
1.34
0.536
0.180
0.33028
0.51028
0.02572
10
WQ0086819
1.613
0.645
0.390
0.41828
0.80828
-0.16328
*
The
Firm Capacity (design flow)
of any pump
station is defined as the maximum
punnped 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 Scefion 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

Ill. 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 1 and 11 plus all attached planning assessment addendunns 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 Signalarel
MW -
TiNe grSigning Official
O3/O3/ZI
Page 2 of 6
FTSE 10-18

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
65 % and 0.41828 MGD of the Available Capacity (E) in Pump Station
LS 10 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.042 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
N/A is in design or under construction with
planned completion in N/A
d. The following applies:
; and/or
The design ADF of 0.645 MGD 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 MGD. 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 W RF 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 Qfcial
03
Page 3 of 6
FTSE, 10-18

Bruns wi
Phase 3
Section 3C
OVERALL SEWER
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OWNERIOEVELOPER:
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LEGEND
A... TOTAL
FLOWS TO EX/STING GRA'MY
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FLOWS TOP MPSTATION
,5"..PO
7S

PHASE 3 SECTION 3C
55
`1
15
1
0.3 mi
USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names Information System, National Hydrography Dataset,
National Land Cover Database, National Structures Dataset, and National Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau
TIGER/Line data; USFS Road Data; Natural Earth Data; U.S. Department of State Humanitarian Information Unit; and NOAA National Centers for
Environmental Information, U.S. Coastal Relief Model. Data refreshed May, 2020.
1/1