wq0028587_Permit (Modification)_20150602

North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 2, 2015
David A. Hollis, Town Manager
Town of Leland
102 Town Hall Drive
Leland, NC 28451
Subject: Permit No. WQ0028587 MODIFICATION
Town of Leland
Brunswick Forest Collection System
Wastewater Collection System Extension
Brunswick County
Dear Mr. Hollis:
Donald R. van der Vaart
Secretary
f
4'
In accordance with your application received April 22, 2015 we are forwarding herewith Permit No.
WQ0028587 dated June 2, 2015 to the Town of Leland (Permittee) for the continued operation or the
construction and operation upon certification of the subject wastewater collection system extension.
This permit shall be effective from the date of issuance until rescinded, shall void Permit NO.
WQ0028587 issued January 15, 2015, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
This modification adds approximately
Please pay particular attention to the following conditions contained within this permit:
Special Conditions:
'Condition 1.1: This permit shall become voidable unless the agreement between the Town of Leland
and Brunswick County for the collection and final treatment of wastewater is in full
force and effect. [15A NCAC 02T.0304(h)]
Condition 1.2: Each pump station shall be clearly and conspicuously posted using a weatherproof sign
with a pump station identifying name/number, address, 24-Hour Emergency telephone
number, and name of the owner/operator of the sewer system/pump station and
instructions to call the number in the event of alarm activation or other emergency.
+� Simplex pump stations or vacu m sewer pits serving a single-family resiclen�e may
have a placard or sticker on Whe control panel- in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.gov
An Equal Opportunity \ Affirmative Action Employer— Made In part by recycled paper

Town of Leland
Permit No. WQ0028587 r
A
Standard Conditions:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee. [15A NCAC 02T .0108(b)]
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Dean Hunkele at (910) 796-
7215 or via e-mail at [e-mail].
Sincerely,
fo ,la Zimmerman, Acting Director
Division of Water Resources, NCDENR
by lames H. Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Cc: David S. Hollis, P.E., Hanover Design Services
Bill Pinnix, Brunswick County Public Utilities
EW.IRO—_Su ace -Water -Protection Northeast-Brunswick-Regi6nai-(N00086819) Se_ er,E-xt.�Eile�
Central Files, Surface Water Protection Section
Michael Leggett, PERCS Unit (via email)
Page 2 of 13

llx�{�ri II
111113
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
TOWN OF LELAND
BRUNSWICK COUNTY
for the construction and operation upon certification of approximately 4,534 linear feet of 8-inch and
1,326 linear feet of 12-inch gravity sewer to serve 101 three -bedroom single-family residences and 30
duplex units as part of the Phase 2 Section 3 project, and the discharge of 27,510 gallons per day of
collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant.,to the
application received April 22, 2015 and additional -information received on June 1, 2015 and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
ARID
January 15, 2015 Modification (Version 3.7)
for the continued construction and operation upon certification of approximately 3,217 linear feet of 8-
inch gravity sewer to serve 44 three -bedroom homes as part of the Phase 2 Section 5 (Tennyson
Village) project, and the discharge of 9,240 gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received December 11, 2014.
May 23, 2014 Modification (Version 3.6)
for the continued operation of approximately 4,965 linear feet of 8-inch gravity sewer; a 90—gallon per
minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and a
permanent generator with automatic transfer switch as well as approximately 2,090 linear feet of 4-inch
force main to serve 96 three -bedroom single-family residences as part of the Brunswick Forest Phase 1
Section 4 project, and the discharge of 20,160 gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received April 15, 2014. This
system was certified as complete on March 17, 2015.
Page 3 of 13

December 19, 2013 Modification (Version 3.5) `
J
For the continued operation of approximately 1,766 linear feet of 8-inch gravity sewer to serve 43 three -
bedroom single-family residences as part of the Brunswick Forest Phase 1 Section 6B project, and the
discharge of 9,030 gallons per day of collected domestic wastewater into the Town of Leland's existing
sewerage system, pursuant to the application received November 21, 2013. This system was certified
as complete on August 6, 2014.
October 9, 2013 Modification (Version 3.4)
For the continued operation of approximately 5,685 linear feet of 8-inch gravity sewer to serve 101
three -bedroom single-family residences and 22 three -bedroom duplex units as part of the Brunswick
Forest Phase 2 Section 2 project, and the discharge of 25,830 gallons per day of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant to the application received
August 29, 2013 and additional information received on September 4, 2013. This system was certified
as complete on August 19, 2014.
March 6, 2013 Modification (Version 3.3)
For the continued construction and operation upon certification of approximately 208 linear feet of 8-
inch gravity sewer to serve a medical office on Lot 10 of the South Village commercial area as part of the
South Village Lot 10 project, and the discharge of 750 gallons per day of collected domestic wastewater
into the Town of Leland's existing sewerage system, pursuant to the application received January 24,
2013, and additional information received on January 30, 2013.
March 21, 2012 Modification (Version 3.2)
For the continued operation of approximately 4,411 linear feet of 8-inch gravity sewer, to serve 87
three -bedroom residences (18,270 gpd), 32 three -bedroom townhomes (6,720 gpd), and 4 buildings
with a total of 16 multi -family units (3,360 gpd) as part of the Brunswick Forest Phase 2B Section 1
project, and the discharge of 28,350 gallons per day of collected domestic wastewater into the Town of
Leland's existing sewerage system, pursuant to the applications received March 5, 2012. This system
was certified as complete on March 24, 2014.
April 21, 2011 Modification (Version 3.1)
For the continued operation of approximately 679 linear feet of 8-inch gravity sewer, to serve 13 three -
bedroom residences (70 gpd/bedroom), as part of the Brunswick Forest Phase 1 Section 6A project, and
the discharge of 1,820 gallons per day of collected domestic wastewater into the Town of Leland's
existing sewerage system, pursuant to the applications received March 30, 2011. This system was
certified as complete on June 30, 2011.
February 13, 2009 Modification (Versions 2.9 and 3.0)
For the construction and operation upon certification of approximately 4,765 linear feet of 12-inch
gravity sewer, 13,696 linear feet of 8-inch gravity sewer; a 450—gallon per minute pump station with
duplex pumps, on -site audible and visual high water alarms, telemetry, and on -site generator with
automatic transfer switch with approximately 9,805 linear feet of 8-inch force main to serve 193
three -bedroom residences, maintenance shed with wash bay (1,650 gpd), golf course restrooms (1,000
gpd), and a country club with food service (7,440 gpd) as part of the Brunswick Forest Phase 3B &
Country Club project, and the discharge of 50,620 (reduced from 79,570) gallons per day of collected
domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the applications
received January 26, and 27, 2009.
Page 4 of 13

February 6, 2009 Modification (Version 2.8)
Continued operation of approximately 3,988 linear feet of 8-inch gravity sewer to 48 three -bedroom
residences and 72 two -bedroom residences as part of the Brunswick Forest Phase 1 Section 2 Village 2-
A Sewer project, and the discharge of 20,160 (reduced from 34,560) gallons per day of collected
domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application
received January 9, 2009. This system was certified as complete on Mayo, 2009.
January 30, 2009 Modification (Version 2.7)
The continued construction operation upon certification of approximately 13,192 linear feet of 8-inch
gravity sewer, approximately 1,564 linear feet of 10-inch gravity sewer, approximately 2,531 linear feet
of 12-inch gravity sewer; a 550—gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, telemetry, on -site generator with automatic transfer switch with
approximately 10,325 linear feet of 10-inch force main to serve 324 single-family three -bedroom lots as
part of the Brunswick Forest Phase 5A and Phase 5 project, and the discharge of 68,040 (reduced from
116,640 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage
system, pursuant to the application received December 22, 2008.
October 17, 2008 Modification (Version 2.6)
Continued operation of approximately 4,607 linear feet of 8-inch gravity sewer to serve as a gravity
sewer outfall or interceptor line for future upstream or tributary sewer systems as part of The Villages
at Brunswick Forest project with no additional discharge of collected domestic wastewater into Town of
Leland's existing sewerage system, pursuant to the application received September 26, 2008. This
system was certified as complete on December 8, 2008 & updated May 4, 2009.
August 1, 2008 Modification (Version 2.5)
Continued operation of approximately 599 linear feet of 8-inch gravity sewer to serve a 3,511 gallons
per day medical office building as part of the South Village Phase-1 project, and the discharge of 3,511
gallon per day of collected domestic wastewater'into the Town of Leland's existing sewerage system,
pursuant to the application received June 19, 2008. This system was certified as complete on May 4,
2009.
July 18, 2008 Modification (Version 2.4)
Continued operation of approximately 1,630 linear feet of 8-inch gravity sewer to serve a 49,170 sf
Grocery Store (4,920 gpd), 84,370 sf of Retail Space with no food services (8,437 gpd), a 13,225 sf
Pharmacy (1,325 gpd), a 30 space Restaurant Drive-Thry (1,500 gpd) and a 50 seat Restaurant (2,000
gpd) as part of the East Village Phase-1 project, and the -discharge of 18,182 gallon per day of collected
domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application
received June 19, 2008. This system was certified as complete on 5eptember27, 2011.
October 12, 2007 Modification (Version 2.3)
The continued operation of approximately 1,174 linear feet of 8-inch gravity sewer to serve 62 three -
bedroom and 10 two -bedroom residences as part of the Phase 1 Section 2 Village 4-A project, and the
discharge of 14,420 (reduced from 24,7201 gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received September 18, 2007.
This system was certified as complete on July 31, 2008 and updated May 8, 2009.
Page 5 of 13

September 7, 2007 Modification (Version 2.4 ,
Continued operation of approximately 2,952 linear feet of 8-inch gravity sewer to serve 72 three -
bedroom residences as part of the Phase 1 Section 2 Village 1-A project, and the discharge of 15,120
(reduced from 25,920) gallons per day of collected domestic wastewater into the Town of Leland's
existing sewerage system, pursuant to the application received July 25, 2007. This system was certified
complete on July 31, 2006.
June 8, 2007 Modification (Version 2.1)
Continued operation of approximately 1,393 linear feet of 8-inch gravity sewer to serve Lots 1 & 2 for a
bank with 10 employees (250 gpd) and an unspecified development on the other (will require allocation
to be added prior to connection) as part of the East !tillage Commercial Center project,- and the
discharge of 250 gallons per day of collected domestic wastewater into the Town of Leland's existing
sewerage system, pursuant to the application received May 16, 2007. This system was certified as
complete on December 6, 2007.
April 20, 2007 Modification (Version 2.0)
Continued operation of approximately 5,065 linear feet of 8-inch gravity sewer to serve 94 three -
bedroom single-family residences as part of the Brunswick Forest Phase 1 Section 3 project, and the
discharge of 19,470 (reduced from 33,840) gallons per day of collected domestic wastewater into the
Town of Leland's existing sewerage system, pursuant to the application received March 29, 2007. This
system was certified as complete on August 6, 2006.
April 13, 2007 Modification (Version 1.9)
Continued operation of approximately 5,126 linear feet of 8-inch gravity sewer to serve'56 three -
bedroom single-family residences and 30 three -bedroom & 30 two -bedroom townhomes as part of the
Brunswick Forest Phase 6 Sections 1-B & 2 project, and the discharge of 22,260 (reduced from 38,610)
gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system,
pursuant to the application received March 9, 2007. This system- was certified -as complete on
November 30, 2007.
December 22, 2006 Modification (Version 1.8)
Continued operation of approximately 13,874 linear feet of 8-inch gravity sewer; a 387—gallon per
minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and
on -site generator with automatic transfer switch; as well as approximately 3,520 linear feet of 6-inch
force main to serve 193 three -bedroom residences as part of the Brunswick Forest Phase 1 Section 2
project, and the discharge of 40,530 (reduced from 69,480) gallons per day -of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant.to the application received
December 1, 2006. This system was certified as complete on May 4, 2009.
October 27, 2006 Modification (Version 1.6)
Continued operation of approximately 1,008 linear feet of 8-inch gravity sewer to serve future
development including a sales center & wellness facility in Brunswick Forest Phase 6 Section 1-A as part
of the Brunswick Forest project and the discharge of 800 gallons per day of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant to the application received
September 15, 2006. This system was certified as complete on June 15, 2007.
Page 6 of 13

-May 26, 2006 (Modification (Version 1.5)
Continued operation of approximately 5,926 linear feet of 8-inch gravity sewer; a 380—gallon per minute
pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and on -site
generator with automatic transfer switch; as well as approximately 3,915 (increased from 2,821 feet per
modification issued November 3, 2006) linear feet of 6-inch force main to serve 149 three -bedroom
residences as part of the Jefferson Landing at Brunswick Forest Phase 2 (aka Phase 1 Section 1-B)
project, and the discharge of 31,290 (reduced from 53,640) gallons per day of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant to the application originally
received April 24, 2006 and subsequent modification request received September 25, 2006. This system
was certified as complete on March 27, 2007.
April 7, 2006 Modification (Version 1.4)
r'
Continued operation of approximately 793 linear feet of 10-inch, and 2,329 (reduced from 3,830) linear
feet of 12-inch gravity sewer to serve as a gravity sewer outfall or interceptor line for future upstream or
tributary sewer systems as part of the Brunswick Forest Phase 3A project with no additional discharge
of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the
application received February 16, 2006. This system was certified as complete on March 15, 2007.
March 10, 2006 Modification (Version 1.3)
Continued operation of approximately 6,741 linear feet of 8-inch gravity sewer to serve 131 three -
bedroom residences as part of the Jefferson Landing'at Brunswick Forest Phase 1 (aka Phase 1 Section
1-A) project, and the discharge of 27,510 (reduced from 47,160) gallons per day of collected domestic
wastewater into the Town of Leland's existing sewerage system, pursuant to the application received
February 14, 2006. This system was certified as complete on December 22,2006.
July 21, 2005 Modification (Version 1.2)
Continued operation of approximately 25 linear feet of 8-inch and 3,290 linear feet of 12-inch gravity
sewer to serve as a gravity sewer outfall or interceptor line for future development upstream of the
previously approved sewer listed below as part of the Brunswick, Forest Phase 2 project, and with no
additional discharge, of collected wastewater into the Town of Leland's existing sewerage system,
pursuant to the application received June 15, 2005. This system was certified as complete on
December 8, 2008.
(March 24, 2005 Original Permit (Versions 1.0 & 1.1)
Continued operation of approximately 868 linear feet of 8-inch, 3,414 linear feet of 10-inch, and 3,141
linear feet of 12-inch gravity sewer; a 1500—gallon per minute pump station with duplex pumps, on -site
audible and visual high water alarms, telemetry/autodialer; and on -site generator with automatic
transfer switch; as well as approximately 20,650 total linear feet of 10-inch force main (dual force mains)
to serve this large residential and commercial development as part of the Brunswick Forest Phase 1
project with no'discharge of wastewater into the Town of Leland's existing sewerage system, pursuant
to the application received March 11, 2005. This system was certified as complete on March 15, 2007.
From the original permit 25,257 gpd of commercial flow allocation remains in reserve from the October
17, 2008 modification.
Page 7 of 13

This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit Number: WQ0028587
Issued Today: June 2, 2015
forJa Zimmerman, Acting irector
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Page 8 of 13

SUf''i'L}=ry �_f11� 1-C•� F�EfZ �iT �:Ci�VE�� Sf-�f=ET
TOWN OF LELAND is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the NE Brunswick Regional
Wastewater Treatment Facility in accordance with Permit Number NC0086819.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between the Town of Leland and Brunswick
County for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(h)]
2. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, address, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a
single-family residence may have ,a placard or sticker on the control panel in lieu of a sign. [15A
NCAC 02T .0305(h)(2)]
If. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions -of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
Page 9 of 13

4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]
a. The sewer system sliall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of.
three years with exception of the map, which shall be maintained for the life of the system.
Page 10 of 13

5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Wilmington
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours or, on the next working day, following the occurrence or first knowledge of the occurrence of
either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. -Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does. not recur. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this, permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to -the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
Page 11 of 13

b. One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, and available storage if portable generator(s) or storage
greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 12 of 13

FAST TRACT( SEWER ENGENEERING CERTIFICATION
PERMITTEE: Town of Leland
PERMIT #:
WQ0028587
PROJECT:
Brunswick Forest Phase 2 Section 3
ISSUE DATE:
June 2, 2015
COUNTY:
Brunswick
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
Consequently, it should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Wilmington Regional Supervisor, Water Quality Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERNTTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
`design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
•the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑' periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the
Division of •Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date
❑ Final ❑ Partial
Certification Comments/Qualifiers:
NC DWR —Water Quality Regional Operations Section 127 Cardinal Drive Extension Wilmington, NC 28405
Wilmington Regional Office Phone:, 910-796-7215 FAX: [phone]

Central Files: APS _ SWP
4rM2015
Permit Number W00028587 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review :Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Z Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRuIe
Permitted Flow
427,343
Facility
Facility Name MajorlMinor Region
Brunswick Forest Collection System Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
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
3r24/2OD5 4/22/2015
Regulated Activities Requested lRecelved Events

USE THE TAB'KEY TO MOVE FROM FIELD TO FIELD ~~ Application Number: , `�
(to be completed by DWR) W� �S
1. Owner/Permittee:
1a. Town of Leland
Full Legal Name (company,"municipality, HOA, utility, etc.)
Ib. Do vid A. w llis. P.E. Tn%A.m M2n_._c.r
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. 102 Town Hall Drive
Mailing Address
1f. NC
State
1 h. 910-371-0148
11. 910-371-1073
1e. Leland
City
1g. 28451
Zip Code
1 j. dhollis fi
Telephone Facsimile E-mail
-2. Proiect (Facility) Information:
2a. Brunswick- Forest, Phase 2 Section 3, 2b. Bru iswick
Brief Project Name (permit will refer to this name) County Where Project is Located '
3. Contact Person:
3a. David S. Hollis, PE,PLS, Hanover Design Services, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
I
3b. 910-343-8002 3c, [e-mail]
Phone Number E-mail
1. Project is ❑ New 0 Modification (of an existing permit) If Modification, Permit No.: W00028587 Mod
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
i
❑ Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc, - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
� Z
3.
Brunswick County
' 0
Owner -of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
_
�
Q
4a.
Northeast Brunswick Regional WWTF 4b. NCO085819 i
i
Name of WWTF WWTF Permit No.
O
0
5a.
Town of Leland 5b. 12" ® Gravity 5c. WQ0028587 Mod
Owner of Downstream Sewer Receiving Sewer Size M Force Main i Permit # of Downstream Sewer (Instruction F)
Z
6.
The origin of this wastewater is (check all that apply):
I—
®Residential Subdivision ❑ Retail (Stores, *shopping centers) 100% Domestic/Commercial
.
"
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital j
. L J
❑ School ❑ Church (Attach Description)
a
❑ Restaurant ! ❑Nursing Home i /o o Other
i
-❑ El ( Other(specify):
m
k (Attach Description)
7.
Volume of wastewater to be allocated or permitted for this particular project: 27,510 gallons per day
'Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required) j
FTA 10-14 APPLICATION Page 4 of 6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for,
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in i
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
1n1 ginrllp family hnmac n ?in (;Pn anri Rn riunlax units n ?in r;Pn= 27 mo (;Pn
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
12"
,
Length (feet) New Gravity or Additional i
Force Main
4,534 LF New Gravity
1,326 LF New Gravity
(l C]
n
�Z
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID: (self chosen - as shown on planslmap for reference)
V Longitude: Latitude:
!0
i Q Design Flow Operational PoPower Reliability Option
(MGD) int 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wIMTS
U.
? Pump Station Location ID:
i p (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
IW
j a Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
m 2 - portable generator wIMTS
1
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request NADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION Page 5 of 6

I 14. Have the following permits/certifications been submitted for approval for the system or project to be served?
i
U)
Z
0
Q
V
F-
U
L&,
u
I Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Trniii} Pi iffor Wohlor7 n Voc n Ain M N/A
Stormwater? ® Yes ❑ No ❑ N/A
- ----------- - --- -- ----------
,15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
if Yes: ❑ and provide details:
. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, David A. Hollis, PE, Town Manager, attest that this application for Brunswick Forest, Phase 2, Section 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. Note: In accordance with North Carolina General Statutes
143-215.6A and 143-215.6B. any person who knowingly makes any false statement, representation, or certification in any
application 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.
1 a. / ,/S
Signing Official Signature Date
1
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED'PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, David S. Hollis, PE, PLS, Hanover. Design Services. PA ,attest that this application for Brunswick Forest, Phase
2, Section 3 has been reviewed by me and is accurate, complete and consistent with the information in the engineering
plans, 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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
I Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signiffes that I have reviewed this material and have judged it to
be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certifilcation in any application 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,$26;00apg f violation.
2a. David S. Hollis, PE, PLS
Professional Engineer Name y``�s�C���,°d
r�
- i 2 �d
2b. Hanover Desion Services. PA
Engineering Firm
2c. 1123 Floral Parkway
Mailing Address
2d. Wilmington 2e. NC 2f. 28403
City State Zip
2g. 910-343-8002 2h. 910-343-9941
Telephone Facsimile
2i. [e-mail]
E-mail
SE AL
20007
1�5— —:-a>d—j�
NC PE Seal, Signature & Date
FTA 12-12 APPLICATION Page 5 of 6

,x \ PHASE 6 (Res & Comm) "t SCALE.1"= 500'
Currently allocated flow pemdtted =23.060 GPD
Current PemutW00028587Mod
a Reduced March 9.2007 PHASE 1 Secs. 6A & 6B ';\ FORIIERIYIP ywwuAms �`'•
a Currently allocated Sow permitted -10.850 GPD �i \' 1/ALLORY CREEK NORTH X
Current Permit W40028587Mod
Perrndted November 21, 2013 6 March 30, 2011
gic
Phases
Section BRUNSWICK F01
'Xi'
Phase 6:, \ P
I, Jefferson �P OWNER /DEVELOPER;
' �cYmentP,egd Qp02 7Mod, •- r Land n �`^ Funston Land & Timber,
o� -PUM ST No, 1� a and 4 B , g '( `+�
qq rs+.aa ci<u
` ® +sofioPYcSFRraxrtPntivei� �( •� 1007 Evangeline Drive
y, a ®1 mmowP+nuaePgwme tPMrSE • Z`• + `0,�t: • Leland, NC 28451
�i•i,. M��LITrV�(�.
iti:'- //, mtle�e.gewoo.'.:tn um' v \ .t i I x10 . '1 ;:•. `�\ 910-383-1425
tffr � ,�v' ,/,' / , - AvV SbfblbbYppnE.Ob Rure2m�briv ~ � ,�\•6� O®`�PYy ,�'-L: -... '�.' .0.'�� `,
'�, �.,11 � , 1Jnr pmop.dONiMi.mne fa'Flri6zeClNri ® •S � '� i '.` qn .
• - '..-� avn+vPeM �PP'vtivWwY of Yoo \� LV!'l'1" 'S �yt :. ?gy \`�
�Inn7. I r , 1 �• uvr K '``^ L,t. AEA `1+,
PHASE 1 RESIDENTIAL
("`� �•�LV. �� } +'_� �JY c�laSe1 r _ _ "^. \7 - -.�1 L, `,�1 Currentlyallocated flowponutted=264,760 GPD
• " r W - •u ®, \ Current Parmd W00028587Mod
On'1. `,y - Cep 3. Section aS \ !
,�Iry,r�• ,i�',. �- t` k\ Additional enocipeted flow =OGPD
� ��,! O`` aD9'SAC9E5�,.'• 'h. �•\ � C� 1�:�-t.
I -a iu"ssoeo ��( 0, '•`a I-- 4- Y ,<;., y, -1 11 OI ?'--' q '\\ Totaldesignflow-134,640 GPD
r>•,ry, -a v Phases 1• •: 1 PHASE 5
Sections1 !° •.�/ .j \ Leland 020
•,O ' % ;` >' •# -/�� '`" ' - 1, Pemut WQOD28587 Mod Currently allocated
1 ''F' ;'; �"��1 �J `���< •a �° �,, • .�}`•, ` y,„ -'1 �� �ti �- 1 'o, \�1 PUMP STANo. 3(MINOR) Current Pemut Per
Phase Jefferson Landin 8 Ph1 Seca
L 1- ,�yv ., Phases .o ,� �' " ' ®0 d, 8 Additional(s Ph set
�e�,l 9�}_ /•. ��
®Y.
41 i�-�•�®i�'�. L�f�o�!ri �,_i,t {� `t`- 2-i- ..y. �A�.O`.^' � y7,-•'' ' i \ -Z , Permit
PUMFet
eC` 'Sectrpn 2—
Total d
� �04i,r \ � „ 4-1\ -T t, l4� �. �. • ` f_'� !_ _ JI I I .} el -
Leland W9; •.� t�-.' ��:ZlL- _ .�:a ®® @..okt�,
�.�\�iw
, a n 3 ,Peimk WQoo2e58i,Mad •• �"� - '�- '}
•� Ciee>,e �, PUMP`STANof2,(MINOR) ''r,? , •O�t, ��.• n. _ \ _.1 ;.'�� �' ' - - 'I- - -
add Sow -^120,120 GPD L''; , •"^w �'. � i; '',, ` ., F ®r r ?I7? (
O L' \ ' f,h PSte dea gn v202 T00 GPD,m✓'
���, e►�os1�'�ao .� __ g�^;•` , �'�\.^` ,Il,'4^•.',o rl _-_ � J'��t®'I ®�I1 l��j, S.N•r
Total deslgnflow=264.810 GPD\ •1,.,'•o",:,., ( •phases \', � '�� t �:;. �J-' ` -�1 •� ;Phase
Leland A29 i '' '�•�� iii.;::��,•\ `Section 2C� `C, ', 5,. �' `) - y, :� `Section �"•,: -['
Perrnk W00028587 Mod „'`.yt :,•�, &r�,,., • t; �, 4 _ t=P-hase'1
Pump STA No: 6 (MAJOR) Q;' w +, Phase 1 1,- c� t `ti r 1 `') _ *'' Section
Ph2Sec48 Futures .!b Slo �'��,L:-�j \�'1 .Y111a4A `Q C ��. 0:1: ��;: i-t` �p -s .�•„; ; k ":ra••°
o�(ji_ jlq� �I ., base �: %,� YO..w�•d�'! I --a! '''+-;,' v A-
- - - - `4,y`.a ram• .y , ,Jo 'f�- \iriliage�2a ,� .,;4. 'r:- 3� 'r( / - -, - '; ;;��'••p'
Phasel0C•'�.,.v.:>'.'. ®.(®_-_ t s', i,,, w
' r Serllm aD �I S`�X��
l
Phase a ' base 1
S�ecdoa� Sec Onn519
Phase 8 ✓%/ ®!'� �l! J I] ; i- . 9`
J L' tj a_A
�(%-7Tj'®` ® \ ,m yam �yyvn�� l9 Phase 2 ` ,.s �" ; : y<,� �5ilj/""!•�n . , :�,re� a
94 i' ✓ Section 6.,,j, S/,=i; a,`, .w- ��� �� 7 �L
1
: Phase 3 Phase 1
,1
Phase 9 `!�� /`3o1 .)'Secion J ., .� , Section q
PUMP wA
- %�Z-s1 L®� •J,' - --,' \- PUMP STNo.5C
Total design low =50,400 GPD' \\,
� _ �;,'�" w � , it �� . ��- a• �I .r�. ® ;<, • •��. , , ���� �. � � � � -
Total design flow=269�BU0 GPD•
'—"� _ �j%Lj '>, ��; �'. • '�j .1, ,'� f`. Permit W00028fie'7,Mad(PeMmg)
'Phase 9 �' Phase•g r ;� �`' PUMP STA No. 4 (MAJOR)_'
6501
,S `•`��' tl !! ,� J r ,/r f a I ®\i �\ •�'�/- ."'"rearm v'�in'r
l l EC1 �;�•��' \
NTm4AI PUMP S
0:p I
- wrPrrarrreo r'-` '
Antldpated flow = 185,000 GPD , j %• r
FutuioMF-550THs jE ,� PHASE 3 (Res & Golf)
(0 ,1 / % i Currently allocated flaw pending = 79,670 GPD
Current Permk Pending
0 _ Additional anticipated flow =180.000 GPD
°� 4 I => J o:.fs• nua.r xamtos Qndudes Phase 1 See 5)
L `y i2� �
N (
L itn II �,
\ I E�4 euwc10 w ne.... 0 w

f ��/l'rt/;i•t'• (�It'�,tru:/ �t"i.j,�,.t„ %� i� _�...�,,,.
—�•�'nx.'sx x,..'. _'irY�!4 "N.' �. "'lYY3ffi' `f:�' ik ...,.
_�.`F �;'7ry'...�-. .-�:r',^T_..^ ";x+�-iti �' J •�-: "�`t�.}rS.. 'r'..`� m 'r-i:^.` �fi him . �yL . :-i�'5%�-y'�.�� `.±�.i, _, ..fi. -`2"i'�ly.k'...i
9 s�%Y ��.::2:'._',... ,.�.:��Lr'_'i:i-s-S:i:'.3 �f::_c^<<.>#"�..'...rL•.�"..::-'-`.'�°.t:;tc:•.., e. __ .:�..1e'S.i.(.�r.�itt' �W. i,''isi: � r. 2,,
Land
Surveyors, Engineers, Land Planners
• •...yam`
PROJECT NARRATIVE for
Brunswick Forest, Phase 2, Section 3
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
910-383-1425
PROJECT DESCRIPTION —
APR 2 2 2015
Water Quality Re Tonal
Wil operations Section
Mington Regional OfCe
This project is for the construction of a new residential community of'101 single-family homes
and 30 additional duplex units (an additional development Phase) on an existing tract in the
previously approved development of "Brunswick Forest" off of existing Brunswick Forest
Parkway 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, yards, and technical
standards, for construction.
Sewer flows will drain into an existing public 12" gravity collector in Brunswick Forest
Parkway. All ranoff will drain into proposed storm sewers and into an existing permitted and
certified stormwater wet retention / detention pond on the other side of the Parkway. Water will .
be provided by a new tap connection to the existing 12" public main also in the Parkway.
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. "
8829-Ph2-Seca-natrative.doc
1123 Floral Parkway' Wilmington, N.C. 28403 Phone [phone] Fax [phone] - _
Business Firm License No. C-0597

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
`6 hislon of dilater Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Leland
Project Name for which flow is being requested: Brunswick Forest Phase 2 Section 3
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 #:
All flows are in MGD
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump - Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf , Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
4 18 BF 1.814 0.864 0.205 0.187 0.392 0.472
#1 Magnolina
Greens 0.703 0.250 0.305 0.187 0.492 -0.242
#3 Magnolia
Greens 1.512 0.672 0.526 0.113 0.639 0.033
APR 2 2 2015
Water QUali Re io I
The Firm Capacity of any pump station is defined as the maMpftft
onal Office hat
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.
*** 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.
Page 1 of 6
FTSE 08-13

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 indicates acceptance of this wastewater flow.
Signing Official Signature
©�(`4
Date
Page 2 of 6
FTSE 08-13

FTSE 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):
L,� S A-$:0P) 7,Qou+ vi e-5�°�-:q �%�Cd'�S
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
0.75 % and -0.242 MGD of the Available Capacity (E) in Pump Station
# 1Front of Magnolia Greens ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.035 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 2015/2016 Budget ; and/or
d. The following applies:
The Town of Leland has a 5 year capital project plan which contains the
recommended plan's and funding for the project. This plan is designed to
take the current and furthure flow from Lift Station # 18 and pump directly
into the Towns Lift Station # 11 which will bypass Lift Station #1
and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant.
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.
oigncng ujjwcua otgnuiure
Page 3 of 6
FTSE 08-13

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
�; idol of amr Resources Flow 'Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Leland
Project Name,for which flow is being requested: Brunswick Forest - Phase 2, Sec. 3
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: NORTHEAST BRUNSWICK REGIONAL WWTP
b. WWTP Facility Permit #: NC 0086819
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
2.475
2.341
.1.580
.02751
3.948
159%
H. 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)
Design
Pump
Average Daily
Station
Firm Flow* *
(Name or
Capacity,* (Firm / pf),
Number)
MGD MGD
(B)
(C)
(D)=(B+C) (F-)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
Wd-te-r QuaW Regional
Operations Section
lhlilminrhnn Cis
* The Firm Capacity 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 (pi) not less than 2.5. '
*** 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Ann B. Hardy 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 parry.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature -
3 kt\IEJ
Date
Page 2 of 6
FTSE 08-13

Hanover resign Services -
1123 Floral Pkwy.
1t+Trltninglon, NC 28403
f3runs�� ickores>t ,Phase: 2 Sectic►ti.;�inp, 5tatio�� moo:, G >r
>;. Pump Station No. 6 is to be built to accommodate a significant amount of future residential development, up to I,000
DUs on the western side of the adjoining RR tracts: there are conduits in place under the tracks for this purpose. The
engineering challenge this poses is to build a lift station able to accommodate this future development. and at the same
time not have septic conditions and unacceptable force stain velocities in the initial stages of development. 'I lle
simplest and most cast effective way to proceed with this in
is to design the wet well and all the panels, hoists,
rails, generators, telemetry, lighting and other infrastructure .for the ultimate build -out and stage the pump selection
and level m,,pitches etc, as indicated in the attached calculations for the earlier lesser inflows.
The proposed 6" force stain leaving this station will discharge into a large 12" gravity interceptor designed for this
and future development that flows to the lame regional 1.8 MGPD lift station-13nutswick Forest No. l (Town of
Leland # 18) near Phase 1 section 6. As per the design calculations attached, the committed and future flows currently
draining to this interceptor main total about 342,000 GPD out of the approximately 1.03 N4GPD capacity of the main.
leaving about 27.5,000 GPD available with the peak factor accounted for. Our initial station requirements (Stage 1) for
Phase 2 Sections 4 and 6 are about 100 gptu. We anticipate an additional approximately 340 DUs fairly quickly (Stage
2) and then up to an additional 660 DUs for the ultimate build -oat (Stage 3). There is a 10" receiving gra»ty main
proposed to this lift station tNo.6) for these future flows.
To summarize the staging and pump selection following:
AllO ally,ibe station is to be set up for the current and 'immediately proximate development requirements so that the
t initial (Stage 1) anticipated flows will cycle the requisite number of times per hour and with the requisite outflow fps
in the force main. Pump seleciion will be Fh'g,t NP308..5NIT 3'RP 60 Hz -with 466mm impeller and pump switches
set to lead on 10.0 msl, lag on 10.5 ntsl and alarm on 13.5 msl to pump 100 gptn at 23' TDH.
Sect�tidl�t;the pumps are to be modified for the proximate development requirements so that the future (Stage 2)
anticipated Aows will cycle the requisite number of times per hour and with the requisite outflow fps in die force
main. Pump selection will be the same Fiygt NP3085MT 3 HP 60 Hz -Mth 465tnm impeller, just need to smitch out
impellers. and pump switches adjusted to lead on 11.0 msl, lag on 11.5 ntsl and alarm on 13.5 nLsl to pump 225
gpm at 25' TDH.
I
44'.I Ai Wthe pumps are to be swapped out for the ultimate. development regtAretnents so that the ultimate (Stage 3)
anticipated flows will cycle the requisite number of times per hour and with the requisite outflow fps in the force
main. Pump selection will be swapped to Fli.gt N T3127 HT 7.51iP 60 Hz with 489mm impeller and pump
switches adjusted to lead on 12.0 tnsl, lag on 12.5 tnsl and alarm on 13.5 ntsl to pump 450 gpm at 35' TD1i.
All spacing and electrical should be sized for the ultimate 7.5 HP ptttnps and the hoist designed for the heavier 325
lb. weight. FLA is 9.6 amps at 460 V. The initial smaller pumps can use the -same rails. panels, generators, etc. with-
ntinor adjustments. Please see the plans and attached details for additional information.
F La
ELI WARY
Not For Constructlion

Hanover Design.Services
1123 Floral Pkwy.
VVIlmington, NC 26403
BRUNSWICK FOREST PRASE 2 SEC 4 - PUMP STATION CALCULATIONS —
P,i7M-PSTATION 'N o. 6-
DESIGN PARANIE1 TERS:
Rccei�tan3 `l ?" ntril t set�:er<eapacity tt 0.23 °f, =1 a?3 1140ll=1,630,000-,6P4i, ...
.*"Committed and future flows to 12" gravitymain:
Corim7ercIal
Phase 1 Sec 6
Phase 2 Sec l
Phase 2 Sec 2
Please 2 See 3
Phase 2 Sec 4 (gravity)
Phase 2 See 5
Phase 3 Clubhouse
Please 3
Phase 3 future
Phase 6
Phase 7 future
Total,
Excess capacity =
22,693 GPD
10,850 GPD
28,350 GPD
25,530 GPD
27,510 GPD
5,040 GPD
9,280 GPD
7,440 GPD
50,620 GPD
115,500 GPD
23.060 GPD
15.960 GPD
.342.133• GGPD,- .
687,900 GPD 12.5 peak factor = 275,160 GPD maximum available
7Lt3�NtS,Ff>,QNI'PROJ CTED,,ARE-AS TO;P,UMP'STAT.tON. See attached Base Sheet
SECTION UNITS GPD GPM PEAK(X 2.5) Justification
Section 4 196 DU
41,160
29
Section 6 65 DU
13.650
10
Stage 1 condition totals
use 40
Estimated development west side of RR trucks:
Future 340 DU
71,400
50
Stage 2 condition totals
use 90
Future 660 DU
138,600
96
Stage 3 condition totals
use 180
72 196 a@210 GPD
25 65 @u 10 GPD
use 100
125 340 a@210 GPD
use 225
240 660 a,210 GPD
use 450
BRL-NSN ICK FO ST - PLtMP STATION CALCULATIONS— PUMP STATION No. 6
NOTE: Conditions need to be analyzed through ultimate build out. Use variable speed pumps (VFD) to
maintain 2fps where possible for conditions througli ultimate flows, as indicated follomring:
ALL P13ASES -
TO )\4H ;BA: L � PLAN
highest Elevation = 30.01��ISL
Distance = 870 I,F 6" force main
Not For Constr tion

M
Hunkele, Dean
From: William Parker <[e-mail]>
Sent: Monday, June 01, 2015 3:27 PM
To: Hunkele, Dean
Subject: RE: Brunswick Forest Phase 2 Section 3 Sewer
Attachments: master sewer 12 in gravity Ph2 Seca and 4.pdf; TOL-MasterSewer.pdf
Dean,
Attached you will find the projected flow data for future development into the new Brunswick Forest Pump Station 6
(TOL 26) which will discharge into the 12" gravity extension through Phase 2 Section 3. We are updating the Master
sewer plan with the Phase 2 Section 4 plans but I have attached a pdf of the, questioned area regarding Phase 2 Section 3
connection. As soon as the Master plan is completely updated I will send you a copy for your records. As for the pump
station mentioned above it is being sized to accommodate a great deal of future residential development on the west
side of,Sunny Point RR (conduit casings are already in place under the tracks for the future force mains) and the 12"
gravity in Phase 2 Section 3 is needed for these ultimate build -out flows. You will see on the master plan we are
proposing a 10" gravity from the west into this station for those future flows. I hope this takes care of your questions
you had. Please feel free to call us to discuss this situation or any other future concerns you may have as we will be glad
to help.
Thanks,
147illiam N. Parker, Engineering assistant
Hanover Design Services P.A.
LanddSurveyors, Civ%CEngineers, La?uCPCanners
1123 FCmraCParkway
�ViCmington. NC 28403
Phone:[phone] Fax.[phone]
From: Hunkele, Dean [mailto:[e-mail]
Sent: Friday, May 29, 2015 11:24 AM
To: William Parker
Subject: RE: Brunswick Forest Phase 2 Section 3 Sewer
Importance: High
Will,
Can you provide the sewer line layout for this request showing the 12-inch GS specifically? Email pdf is fine.
Reviewing today to try to issue it.
Thanks

bean munkele
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Please use the tracker to
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For information about permit applications please
visit
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Check on sewer certification receipt status usingletters andension ema'IsP it is recommended d that confirmation be printed
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and/or saved.
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From: Hunkele, Dean
Sent: Tuesday, May 26, 2015 9:00 AM
To: 'William Parker'
Subject: RE: Brunswick Forest Phase 2 Section 3 Sewer
Will,
Our review and attempt to issue goal is under 30 business days, but try to stay around 30 calendar card do the math
business days is about 6 weeks to review more in depth followingthe submittal date. Thus, y
ou on the review time based on a 4-22-15 submittal date.