wq0028587_Permit (Modification)_20130306

` iCDENK
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
March 6; 2013
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'Sewer
Wastewater Collection System Extension
Brunswick County
Dear Mr: Hollis:
In accordance with your application received January 24, 2013, and additional information received on
January 30, 2013 we are forwarding herewith Permit No. Permit No. WQ0028587, dated March 6, 2013,
to the Town of Leland for the construction and operation 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 This permit shall be effective from the date of issuance until rescinded, shall void Permit No.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 March 21, 2012, 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 208 linear feet of 8-inch gravity sewer in the South Village
commercial area to serve a medical office on Lot 10. The 750 gallon per day flow allocation is being
deducted from a prior X6,007 gpd commercial flow balance associated with this permit issued on
October 17, 2008.
Please pay particular attention to the following conditions contained within this permit:
Standard Conditions:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
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.
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaterguality.ore
An Equal Opportunity/Affirmative Action Employer
50% Recycled/10% Post Consumer Paper
One
Nort 1Carolina
Naturally

Town of Leland
Permit No. WQ0028587 MODIFICATION
Condition 11.9: Each pump station shall be clearly and conspicuously posted using a weatherproof sign
with a pump station identifying name/number, 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.
It shall be responsibility of the Town of Leland 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,
for Charles Wakild, P.E., Director
Division of Water -Quality
by James H. Gregson
Wilmington Region Surface Water Quality Supervisor
Cc: David S. Hollis, P.E., Hanover Design Services -
Town of Leland Building Inspections Department
Jerry Pierce, Brunswick County Public Utilities
JR_0 Su arf ce 11 at Protection_-- Norfhe'asfBruns_w�cCcRegio.naL'(.N:00086819)-Sewer E—xf—FiFe=::::::j
Central Files, Surface Water Protection Section
Michael Leggett, PERCS Unit (via e-mail)
Page 2 of 13

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
i 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 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 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.
AND
March 21, 2012 Modification (Version 3.2)
For the continued construction and operation upon certification 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.
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.
Page 3 of 13

t
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, golf course restrooms, and a country club
with food service as part of the Brunswick Forest Phase 3B & Country Club project, and the discharge of
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.
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 (17,280 gpd) and 72 two -bedroom residences (17,280 gpd) as part of the Brunswick Forest
Phase 1 Section 2 Village 2-A Sewer project, and the discharge of 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 residential lots x 360 gpd/lot as part
of the Brunswick Forest Phase 5A Pump Station and Force Main Sewer project, and the discharge of
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-Thru (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 September27, 2011.
Page 4 of 13

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 24,720 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.
September 7, 2007 Modification (Version 2.2)
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 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, 2008.
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 Village Commercial Center project, and the
discharge of 250 gallons per day of collected domestic wastewater into the Town of Ieland'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 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, 2008.
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 1-9 & 2 project, and the discharge of 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 13,87.4 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 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.
Page 5 of 13

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.
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 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 asromplete
on March 27, 2007.
April 7, 2006 Modification (Version 1.4)
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 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.
Page 6 of 13

From the original permit 25,257 god of corhmercial flow allocation remains in reserve from the October
17, 2008 modification.
In summary, this permit authorizes the potential connection of 1,406 three -bedroom & 112 two -
bedroom residences, a sales center, a wellness facility, a bank, a garden center, grocery store, retail
space, pharmacy, restaurant drive-thru, a restaurant and two medical office buildings for a total
discharge of 580,803 gallons per day.
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: March 6, 2013
for(h�rles Wakild, P.E., Di ector
Divisidn of Water Quality
By Authority of The Environmental Management Commission
by lames H. Gregson
Wilmington Region Surface Water Quality Supervisor
Page 7 of 13

I
SUPPLEMENT TO PERWT COVER SHEET
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 Northeast Brunswick
Regional Wastewater Treatment Facility (Permit No. NC0086819) prior to being discharged into the
receiving stream.
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 Quality's (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. A Stormwater Management Plan shall be applied for and obtained in accordance with 15A NCAC 2H
.1000 where applicable.
2. 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.
II. 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.
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 of Water Quality's
(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 unless specifically mentioned
herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
Page 8 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 as provided in 15A NCAC 2T
.0403:
a. The sewer system shall 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.
L 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 9 of 13

t
x '
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality 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.
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.
7. 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.
8. Per 15A NCAC 2T.0116, 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.
Page 10 of 13

A complete certification is one where t1ke 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.
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.
i
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.
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
10. Per 15A NCAC 2T.0305 (h)(2). each pump station shall be clearly and conspicuously posted using a
weatherproof sign with a pump station identifying name/number, 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.
11. 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.
Page 11 of 13

12. In the event that the wastewater collection facilities fail fo 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.
13. 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 other government agencies (local, state
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
Page 12 of 13

V . 1 4
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Leland
PERMIT #:
WQ0028587 Modification
PROJECT:
Brunswick Forest —South Village Lot 10
ISSUE DATE:
March 6, 2013
COUNTY:
ti
Brunswick,
This project shall not be considered complete nor allowed to operate in accordance with Condition 6 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, Surface Water Protection 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.
PERMITTEE'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 Quality's (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/CQualifiers:
NC Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405
AMI—i—+f Ro ;i l (lffiro Phnno• Q1n_7QF,-7715 FAX• 91n-:v;n_7nnA

Central Files: APS_ SWP_
01 /29/13
Permit Number WQ0028587 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer U Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SW Rule `
Permitted Flow
580053
Facility
Facility Name Major/Minor Region'
Brunswick Forest Sewer Minor Wilmington
Location Address
Owner
County
Brunswick
Facility Contact Affiliation
Owner Name Owner Type
Town of Leland Government - Municipal
Owner Affiliation
David A. Hollis
PE
102 Town Hall Dr
Leland NC 28451
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue
03/24/05 01/24/13

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: �i G
(to be completed by DWQ)
9.
Owner/Permittee:
1 a.
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Town of Leland
_ _ _ _
Full Legal Name (company, municipality, HOA, utility, etc.)
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1 b.
David A. Hollis, PE, Town -Manager
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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 X Municipality ❑ State/County-❑
Private Partnership ❑ Corporation El Other (specify):
1 d.
102 Town Hall Drive
le Leland
LL
Mailing Address
City
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1 f.
NC
1 g. 28451
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State
Zip Code
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1h.
916-371-0148 1i. 910-371-1073
1j. [e-mail]
QTelephone
Facsimile
E-mail
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2.
Proiect (Facility) Information
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2a.
The Villages at Brunswick Forest, South Village, Lot 10
2b. Brunswick
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Brief Project Name (permit will refer to this name)
County Where Project is Located
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3.
Contact Person:
Q3a.
David S. Hollis, PE, PLS, Hanover Design Services, PA
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Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-343-8002
3c. [e-mail]
Phone Number
E-mail
1.
Project is ❑ New X Modification (of an existing permit)
If Modification, Permit No.: W00028587 Mod
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:2.
Owner is X 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)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
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❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (instruction D)
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❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Brunswick County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Northeast Brunswick Regional WWTF 4b. NC 0086819
Name of WWTF I WWTF Permit No.
5a.
Town of Leland b. 8" X Gravity c. W00028587 Mod
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (instruction E)
6.
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution
❑ Mobile Home Park ❑ Hospital % Industrial
❑ School ❑ Church (RO: contact your Regional Office
❑ Restaurant ❑ Nursing Home Pretreatment staff)
X Office ❑ Other (specify): . %Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations rLZyL�
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
X Flow has already been allocated in Permit No. WQ0028587 Mod
To etermine if a
❑ Rehabilitation or replacement of existing sewer with no new flow expected (s F_e)O
permit is required)eN
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BY:
FTA 12/07

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10.
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
j the value in Item 13(7) AND/OR the desigr`flowfor line or pump station sizing if a reduced or zero flow is being requested in
I Item 13(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).
i Flows previously allocated'
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10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) � T Length (feet) � — New Gravity or Additional
Force Main
8" 208 LF gravity
111. Summary -of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
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Pump Station Location ID
Design Flow
(MGD)
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option i .
GPM @TDH 1 - permanent generator wIATS; i Force Main Size Force Main Length
2-7 portable generator w/MTS t
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
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GPM @TDH 1 - permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator w/MTS I ,,
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size I Force Main Length
2 - portable generator w/MTS j
I12. Will the wastewater flow in the. proposed sewer lines or pump stations be able to be directed to another treatment facility?
ElYes X 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 Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
X Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
I
FTA12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
JI Wetland/Stream Crossings -General Permit or 401Certification? ❑ Yes ❑ No X N/A
Sedimentation and Erosion Control Plan? X Yes ❑ No ❑ N/A
Stormwater? X Yes ❑ No ❑ N/A
15. Does this project include any high priority lines, [see 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
Check if Yes: ❑ and provide details
No
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
5octTff k6w_ 6c, 4o7/
1, David A. Hollis, PE, Town Manager, attest that this application for Brunswick Forest, has been
reviewed by me and is accurate and complete to the best of my knowledge. l 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.
Signing Official Signature Date
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ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMM
Cj) ITO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
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Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Q 1, David S. Hollis, PE, PLS, Hanover Design Services, PA, attest that this application for The Villages at Brunswick
LL Forest, South Village, Lot 10 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,
W Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria
(j for the Fast -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
V ; package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design. Note: In accordance with NC 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
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2a. David S. Hollis, PE, PLS-_�`� ; CAR04' ,�`a•
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Professional Engineer Name <, ��, � � ,4,Ar. / 4
2b. Hanover Design Services PA m E AL
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Engineering Firm a 2U0U7. b
2c. 1123 Floral Parkway p om w
Mailing Address
'Coo aoacmJ �� ��a
2d. Wilmington -- 2e. NC 2f. 28403 ?'ape S 0
City State Zip
2g. 910-343-8002 2h. 910-343-9941 21. [e-mail] T.
Telephone Facsimile E-mail NC PE Seal, Signature & Date
FTA12/07